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

From Engineering_Policy_Guide
Jump to navigation Jump to search
m (Per TS, updated TS-10g MT to the correct pilot car sign usage)
 
(10 intermediate revisions by the same user not shown)
Line 1: Line 1:
 +
 +
 +
{|style="padding: 0.3em; margin-left:80px; border:3px solid #a9a9a9; text-align:left; font-size: 95%; background:#ffff99" width="420px" align="right"
 +
|-
 +
|<center>'''Interim TMA Flagger Guidance'''</center>
 +
|-
 +
|<center>'''[[media:616.8.10 interim.pdf|Fig. 616.8.10 - TMA Flagger<br/>- Lane Closure on Two-Lane Highways Using<br/>TMA Flaggers - DE/CM/MT]]'''</center>
 +
|}
 +
 
==616.8.1 Listing of Typical Applications==
 
==616.8.1 Listing of Typical Applications==
  
 
===<center>Listing of Typical Applications for Maintenance</center>===
 
===<center>Listing of Typical Applications for Maintenance</center>===
  
<center>([[#Listing of Typical Applications for Design and Construction and Materials|TAs for Design and Construction and Materials]] are also available)
+
<center>
 +
{| style="margin: 1em auto 1em auto"
 +
|-
 +
|height="20"|([[#Listing of Typical Applications for Design and Construction and Materials|TAs for Design and Construction and Materials]] are also available)
 +
|}
  
{|style="border:10px solid #ff9933; background:#ffffff" align="center"  margin-right:0px width="850"
+
{|style="border:10px solid #ff9933; background:#ffffff" align="center"  margin-right:0px width="930"
 
|-   
 
|-   
! style="background:#ff9933" width="450" align="center"|Typical Application Description !!style="background:#ff9933" width="110"|TA No. !!style="background:#ff9933" width="290"|Maintenance Figure Number
+
! style="background:#ff9933" width="450" align="center"|Typical Application Description !!style="background:#ff9933" width="110"|TA No. !!style="background:#ff9933" width="290"|Maintenance Figure Number!!style="background:#ff9933" width="80"|Effective Date
 +
|-
 +
!style="background:#ffcc99" 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]])
 
|-
 
|-
!style="background:#ffcc99" colspan="3" align="center"|Work Outside of the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.6 Work Outside of the Shoulder (MUTCD 6G.06)|EPG 616.7.6]])
+
|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1|| [[media:616.8.1 MT.pdf|616.8.1 - MT]]||Jan. 2016
 
|-
 
|-
|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1|| [[media:616.8.1 MT.pdf|616.8.1 - MT]]
+
|align="left"|Blasting Zone|| -|| Contact district personnel'''*''' || -
 
|-
 
|-
|align="left"|Blasting Zone|| -|| Contact district personnel'''*'''
+
!style="background:#ffcc99" 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]])
 
|-
 
|-
!style="background:#ffcc99" colspan="3" align="center"| Work on the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.7 Work on the Shoulder with No Encroachment (MUTCD 6G.07)|EPG 616.7.7]] and [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.8 Work on the Shoulder with Minor Encroachment (MUTCD 6G.8)|EPG 616.7.8]])
+
|align="left"|Shoulder Work on Two-Lane Highways with Edgelines || TA-3||[[media:616.8.3 MT.pdf|616.8.3 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Shoulder Work on Two-Lane Highways with Edgelines || TA-3||[[media:616.8.3 MT.pdf|616.8.3 - MT]]
+
|align="left"|Shoulder Work on Two-Lane Highways without Edgelines || TA-3a|| [[media:616.8.3a MT.pdf| 616.8.3a - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Shoulder Work on Two-Lane Highways without Edgelines || TA-3a|| [[media:616.8.3a MT.pdf| 616.8.3a - MT]]
+
|align="left"|Shoulder Work on Divided Highways ||TA-5|| [[media:616.8.5 MT.pdf| 616.8.5 - MT]]|| Jan. 2015
 
|-
 
|-
|align="left"|Shoulder Work on Divided Highways ||TA-5|| [[media:616.8.5 MT.pdf| 616.8.5 - MT]]
+
!style="background:#ffcc99" 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]])
 
|-
 
|-
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way of a Two-Lane Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.10 Work Within the Traveled Way of a Two-Lane Highway (MUTCD 6G.10)|EPG 616.7.10]])
+
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 MT.pdf|616.8.8 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 MT.pdf|616.8.8 - MT]]
+
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]|| May 2018
 
|-
 
|-
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]
+
|align="left"|Road Closed Beyond Junction Detour ||TA-9|| [[media:616.8.9 MT.pdf|616.8.9 - MT, DECM]]|| Jan. 2016
 
|-
 
|-
|align="left"|Road Closed Beyond Junction Detour ||TA-9|| [[media:616.8.9 MT.pdf|616.8.9 - MT, DECM]]
+
|align="left"|Lane Closure on Two-Lane Highways With Edgelines Using Flaggers ||TA-10|| [[media:616.8.10 MT 2021.pdf|616.8.10 - MT]]|| Sep. 2017
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways With Edgelines Using Flaggers ||TA-10|| [[media:616.8.10 MT 2017.pdf|616.8.10 - MT]]
+
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Flaggers ||TA-10a|| [[media:616.8.10a MT 2021.pdf|616.8.10a - MT]]||Sep. 2017
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Flaggers  ||TA-10a|| [[media:616.8.10a MT 2017.pdf|616.8.10a - MT]]
+
|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using AFAD Red Amber Signal System||TA-10b|| [[media:616.8.10b MT.pdf|616.8.10b - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using AFAD Red Amber Signal System||TA-10b|| [[media:616.8.10b MT.pdf|616.8.10b - MT]]
+
|align="left"|Lane Closure on Two-Lane Highways without Edgelines Using AFAD Red Amber Signal System||TA-10c|| [[media:616.8.10c MT.pdf|616.8.10c - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways without Edgelines Using AFAD Red Amber Signal System||TA-10c|| [[media:616.8.10c MT.pdf|616.8.10c - MT]]
+
|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using Portable Signal Flagging Device||TA-10d|| [[media:616.8.10d MT.pdf|616.8.10d - MT]]||July 2019
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using Portable Signal Flagging Device||TA-10d|| [[media:616.8.10d MT.pdf|616.8.10d - MT]]
+
|align="left"|Lane Closure on Two-Lane Highways without Edgelines Using Portable Signal Flagging Device||TA-10e|| [[media:616.8.10e MT.pdf|616.8.10e - MT]]||July 2019
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways without Edgelines Using Portable Signal Flagging Device||TA-10e|| [[media:616.8.10e MT.pdf|616.8.10e - MT]]
+
|align="left"|Side Roads Entering Work Zones ||TA-10g|| [[media:616.8.10g MT 2019.pdf|616.8.10g - MT]]||June 2019
 
|-
 
|-
|align="left"|Side Roads Entering Work Zones ||TA-10g|| [[media:616.8.10g MT 2019.pdf|616.8.10g - MT]]
+
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines||TA-11|| [[media:616.8.11 MT 2021.pdf|616.8.11 - MT]]|| Oct. 2016
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines||TA-11|| [[media:616.8.11 MT 2016.pdf|616.8.11 - MT]]
+
|align="left"|Lane Closure on Two-Lane Highways With Edgelines||TA-12|| [[media:616.8.12 MT 2021.pdf|616.8.12 - MT]]|| Oct. 2016
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways With Edgelines||TA-12|| [[media:616.8.12 MT 2016.pdf|616.8.12 - MT]]
+
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Traffic Control Signals||TA-12a|| [[media:616.8.12a MT 2021.pdf|616.8.12a - MT]]||Oct. 2016
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Traffic Control Signals||TA-12a|| [[media:616.8.12a MT 2016.pdf|616.8.12a - MT]]
+
|align="left"|Work in the Center of a Road with Low Traffic Volumes|| - || N/A in MoDOT|| -
 
|-
 
|-
|align="left"|Work in the Center of a Road with Low Traffic Volumes|| - || N/A in MoDOT
+
|align="left"|Surveying Along Centerline of Two-Way Highways without Edgelines ||TA-16|| [[media:616.8.16 MT.pdf|616.8.16 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Surveying Along Centerline of Two-Way Highways without Edgelines ||TA-16|| [[media:616.8.16 MT.pdf|616.8.16 - MT]]
+
|align="left"|Mobile Operation on Two-Lane Highways with Edgelines ||TA-17|| [[media:616.8.17 MT.pdf|616.8.17 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Mobile Operation on Two-Lane Highways with Edgelines ||TA-17|| [[media:616.8.17 MT.pdf|616.8.17 - MT]]
+
|align="left"|Mobile Operation on Two-Lane Highways without Edgelines ||TA-17a|| [[media:616.8.17a MT.pdf|616.8.17a - MT]]||Nov. 2013
 
|-
 
|-
|align="left"|Mobile Operation on Two-Lane Highways without Edgelines ||TA-17a|| [[media:616.8.17a MT.pdf|616.8.17a - MT]]
+
|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17b|| [[media:616.8.17b MT.pdf|616.8.17b - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17b|| [[media:616.8.17b MT.pdf|616.8.17b - MT]]
+
!style="background:#ffcc99" 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]])
 
|-
 
|-
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way of an Urban Street (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.11 Work Within the Traveled Way of an Urban Street (MUTCD 6G.11)|EPG 616.7.11]])
+
|align="left"|Lane Closure on a Minor Street|| - || N/A in MoDOT|| -
 
|-
 
|-
|align="left"|Lane Closure on a Minor Street|| - || N/A in MoDOT
+
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 MT.pdf|616.8.8 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 MT.pdf|616.8.8 - MT]]
+
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]||May 2018
 
|-
 
|-
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]
+
!style="background:#ffcc99" colspan="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]])
 
|-
 
|-
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way at an Intersection and on Sidewalks (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.13 Work Within the Traveled Way at an Intersection (MUTCD 6G.13)|EPG 616.7.13]])
+
|align="left"|Lane Closure on Near Side of Intersection ||TA-21|| [[media:616.8.21 MT.pdf|616.8.21 - MT]] || Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Near Side of Intersection ||TA-21|| [[media:616.8.21 MT.pdf|616.8.21 - MT]]
+
|align="left"|Lane Closure of Right Lane on Far Side of Intersection ||TA-22|| [[media:616.8.22 MT.pdf|616.8.22 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure of Right Lane on Far Side of Intersection ||TA-22|| [[media:616.8.22 MT.pdf|616.8.22 - MT]]
+
|align="left"|Lane Closure of Left Lane on Far Side of Intersection ||TA-23|| [[media:616.8.23 MT 2016.pdf|616.8.23 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure of Left Lane on Far Side of Intersection ||TA-23|| [[media:616.8.23 MT 2016.pdf|616.8.23 - MT]]
+
|align="left"|Sidewalk Detour or Diversion ||TA-28|| [[media:616.8.28 MT 2021.pdf|616.8.28 - MT]]||Oct. 2017
 
|-
 
|-
|align="left"|Sidewalk Detour or Diversion ||TA-28|| [[media:616.8.28 MT 2017.pdf|616.8.28 - MT]]
+
|align="left"|Crosswalk Closures and Pedestrian Detours || TA-29|| [[media:616.8.29 MT 2021.pdf|616.8.29 - MT]]||Oct. 2017
 
|-
 
|-
|align="left"|Crosswalk Closures and Pedestrian Detours || TA-29|| [[media:616.8.29 MT 2017.pdf|616.8.29 - MT]]
+
|align="left"|Half Road Closure on the Far Side of an Intersection|| - || Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Half Road Closure on the Far Side of an Intersection|| - || Contact district personnel'''*'''
+
|align="left"|Multiple Lane Closures at an Intersection || - ||Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Multiple Lane Closures at an Intersection || - ||Contact district personnel'''*'''
+
|align="left"|Closure in the Center of an Intersection || - ||Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Closure in the Center of an Intersection || - ||Contact district personnel'''*'''
+
|align="left"|Closure at the Side of an Intersection || - || Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Closure at the Side of an Intersection || - || Contact district personnel'''*'''
+
!style="background:#ffcc99" 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]])
 
|-
 
|-
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.12 Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (MUTCD 6G.12)|EPG 616.7.12]])
+
|align="left"|Lane Closure on Multi-Lane Undivided Highways ||TA-30|| [[media:616.8.30 MT.pdf|616.8.30 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Multi-Lane Undivided Highways ||TA-30|| [[media:616.8.30 MT.pdf|616.8.30 - MT]]
+
|align="left"|Operations in Two-Way Left Turn Lane on Multi-Lane||TA-30a|| [[media:616.8.30a MT.pdf|616.8.30a - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Operations in Two-Way Left Turn Lane on Multi-Lane||TA-30a|| [[media:616.8.30a MT.pdf|616.8.30a - MT]]
+
|align="left"|Lane Closure Using Two-Way Left Turn Lane on Undivided Highways ||TA-31|| [[media:616.8.31 MT 2021.pdf|616.8.31 - MT]]||Dec. 2016
 
|-
 
|-
|align="left"|Lane Closure Using Two-Way Left Turn Lane on Undivided Highways ||TA-31|| [[media:616.8.31 MT 2016.pdf|616.8.31 - MT]]
+
|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a|| [[media:616.8.31a MT.pdf|616.8.31a - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a|| [[media:616.8.31a MT.pdf|616.8.31a - MT]]
+
|align="left"|Lane Closure on Left or Right Lane on Divided Highway|| TA-33|| [[media:616.8.33 MT.pdf|616.8.33 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Left or Right Lane on Divided Highway|| TA-33|| [[media:616.8.33 MT.pdf|616.8.33 - MT]]
+
|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35|| [[media:616.8.35 MT.pdf|616.8.35 - MT]]||Nov. 2018
 
|-
 
|-
|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35|| [[media:616.8.35 MT.pdf|616.8.35 - MT]]
+
|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a|| [[media:616.8.35a MT.pdf|616.8.35a - MT]]||Nov. 2018
 
|-
 
|-
|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a|| [[media:616.8.35a MT.pdf|616.8.35a - MT]]
+
|align="left"|Edgeline Striping on Multi-Lane, Undivided Highways ||TA-35b|| [[media:616.8.35b MT.pdf|616.8.35b - MT]]||Nov. 2018
 
|-
 
|-
|align="left"|Edgeline Striping on Multi-Lane, Undivided Highways ||TA-35b|| [[media:616.8.35b MT.pdf|616.8.35b - MT]]
+
|align="left"|Lane Line and or Left Edgeline Striping on Divided Highways ||TA-35c|| [[media:616.8.35c MT.pdf|616.8.35c - MT]]||Nov. 2018
 
|-
 
|-
|align="left"|Lane Line and or Left Edgeline Striping on Divided Highways ||TA-35c|| [[media:616.8.35c MT.pdf|616.8.35c - MT]]
+
|align="left"|Right Edgeline Striping on Divided Highways ||TA-35d|| [[media:616.8.35d MT.pdf|616.8.35d - MT]]||Nov. 2018
 
|-
 
|-
|align="left"|Right Edgeline Striping on Divided Highways ||TA-35d|| [[media:616.8.35d MT.pdf|616.8.35d - MT]]
+
!style="background:#ffcc99" 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]])
 
|-
 
|-
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way of a Freeway or Expressway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.14 Work Within the Traveled Way of a Freeway or Expressway (MUTCD 6G.14)|EPG 616.7.14]])
+
|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways || TA-37|| [[media:616.8.37 MT 2021.pdf|616.8.37 - MT]]||May 2016
 
|-
 
|-
|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways || TA-37|| [[media:616.8.37 MT 2016.pdf|616.8.37 - MT]]
+
|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways for Capacity ||TA-38|| [[media:616.8.38 MT 2021.pdf|616.8.38 - MT]]||May 2016
 
|-
 
|-
|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways for Capacity ||TA-38|| [[media:616.8.38 MT 2016.pdf|616.8.38 - MT]]
+
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38a|| [[media:616.8.38a MT 2021.pdf|616.8.38a - MT]]||May 2016
 
|-
 
|-
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38a|| [[media:616.8.38a MT 2016.pdf|616.8.38a - MT]]
+
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38b|| [[media:616.8.38b MT 2021.pdf|616.8.38b - MT]]||May 2016
 
|-
 
|-
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38b|| [[media:616.8.38b MT 2016.pdf|616.8.38b - MT]]
+
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38c|| [[media:616.8.38c MT 2021.pdf|616.8.38c - MT]]||May 2016
 
|-
 
|-
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38c|| [[media:616.8.38c MT 2016.pdf|616.8.38c - MT]]
+
|align="left"|Median Crossover for an Entrance Ramp|| - || Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Median Crossover for an Entrance Ramp|| - || Contact district personnel'''*'''
+
|align="left"|Median Crossover for an Exit Ramp || - ||Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Median Crossover for an Exit Ramp || - ||Contact district personnel'''*'''
+
|align="left"|Work in the Vicinity of an Exit Ramp ||TA-42|| [[media:616.8.42 MT.pdf|616.8.42 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Work in the Vicinity of an Exit Ramp ||TA-42|| [[media:616.8.42 MT.pdf|616.8.42 - MT]]
+
|align="left"|Work on Ramps||TA-43|| [[media:616.8.43 MT.pdf|616.8.43 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Work on Ramps||TA-43|| [[media:616.8.43 MT.pdf|616.8.43 - MT]]
+
|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44|| [[media:616.8.44 MT.pdf|616.8.44 - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44|| [[media:616.8.44 MT.pdf|616.8.44 - MT]]
+
|align="left"|Lane Closure at Interchange||TA-44a|| [[media:616.8.44a MT.pdf|616.8.44a - MT]]|| Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure at Interchange||TA-44a|| [[media:616.8.44a MT.pdf|616.8.44a - MT]]
+
|align="left"|Work in the Vicinity of a Grade Crossing||TA-46|| [[media:616.8.46 MT 2021.pdf|616.8.46 - MT]]||Sep. 2017
 
|-
 
|-
|align="left"|Work in the Vicinity of a Grade Crossing||TA-46|| [[media:616.8.46 MT 2017.pdf|616.8.46 - MT]]
+
|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a|| [[media:616.8.47a MT.pdf|616.8.47a - MT, DECM]]|| Jan. 2016
 
|-
 
|-
|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a|| [[media:616.8.47a MT.pdf|616.8.47a - MT, DECM]]
+
|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b|| [[media:616.8.47b MT.pdf|616.8.47b - MT, DECM]]|| Jan. 2016
 
|-
 
|-
|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b|| [[media:616.8.47b MT.pdf|616.8.47b - MT, DECM]]
+
|align="left"|Intermediate Lane Closure ||TA-48|| [[media:616.8.48 MT.pdf|616.8.48 - MT, DECM]]|| Jan. 2016
 
|-
 
|-
|align="left"|Intermediate Lane Closure ||TA-48|| [[media:616.8.48 MT.pdf|616.8.48 - MT, DECM]]
+
|align="left"|Signs in Narrow Medians ||TA-49|| [[media:616.8.49 MT.pdf|616.8.49 - MT, DECM]]|| Jan. 2016
 
|-
 
|-
|align="left"|Signs in Narrow Medians ||TA-49|| [[media:616.8.49 MT.pdf|616.8.49 - MT, DECM]]
+
|align="left"|<div id="Begin-End of Project Signing"></div>Begin-End of Project Signing||TA-50|| [[media:616.8.50 2021.pdf|616.8.50 - MT, DECM]]||Feb. 2017
 
|-
 
|-
|align="left"|<div id="Begin-End of Project Signing"></div>Begin-End of Project Signing||TA-50|| [[media:616.8.50 Feb 27 2017.pdf|616.8.50 - MT, DECM]]
+
|align="left"|Temporary Reversible Lane Using Movable Barriers|| - || Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Temporary Reversible Lane Using Movable Barriers|| - || Contact district personnel'''*'''
+
!style="background:#ffcc99" colspan="4" align="center"|Sequential Flashing Warning Light (see [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.83 Warning Lights (MUTCD 6F.83)|EPG 616.6.83]])
 
|-
 
|-
!style="background:#ffcc99" colspan="3" align="center"|Sequential Flashing Warning Light (see [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.83 Warning Lights (MUTCD 6F.83)|EPG 616.6.83]])
+
|align="left"|Sequential Flashing Warning Light|| - || [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#Fig. 616.6.83 Sequential Flashing Warning Light|616.6.83]] ||June 2012
 
|-
 
|-
|align="left"|Sequential Flashing Warning Light|| - || [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#Fig. 616.6.83 Sequential Flashing Warning Light|616.6.83]]
+
|height="15" colspan="4"|
 
|-
 
|-
|colspan="3" align="left"|'''*''' These typical applications may require additional guidance with the district and referencing to the MUTCD.
+
|colspan="4" align="left"|'''*''' These typical applications may require additional guidance with the district and referencing to the MUTCD.
 
|}
 
|}
 
 
 
</center>
 
</center>
 +
  
 
===<center>Listing of Typical Applications for Design and Construction and Materials</center>===
 
===<center>Listing of Typical Applications for Design and Construction and Materials</center>===
  
<center>[[media:616.8 legend 2016.pdf|Legend for the Design and Construction and Materials TAs]]</center>
+
<center>
<center>([[#Listing of Typical Applications for Maintenance|TAs for Maintenance]] are also available)
+
{|style="border:10px solid #BEBEBE; background:#ffffff" align="center"  margin-right:0px width="360"
 +
|- 
 +
|align="center" style="background:#f5f5f5"|[[media:616.8 legend 2016.pdf|Legend for the Design and<br/>Construction and Materials TAs]]
 +
|}
 +
</center>
 +
<center>
 +
{| style="margin: 1em auto 1em auto"
 +
|-
 +
|height="20"|([[#Listing of Typical Applications for Maintenance|TAs for Maintenance]] are also available)
 +
|}
  
{|style="border:10px solid #BEBEBE; background:#ffffff" align="center"  margin-right:0px width="950"
+
{|style="border:10px solid #BEBEBE; background:#ffffff" align="center"  margin-right:0px width="930"
 
|-   
 
|-   
! style="background:#BEBEBE" width="450" align="center"|Typical Application Description !!style="background:#BEBEBE" width="110"|TA No. !!style="background:#BEBEBE" width="290"|Design/Construction and Materials<br>Figure Number
+
! style="background:#BEBEBE" width="450" align="center"|Typical Application Description !!style="background:#BEBEBE" width="110"|TA No. !!style="background:#BEBEBE" width="290"|Design/Construction and Materials<br>Figure Number!!style="background:#BEBEBE" width="80"|Effective Date
 +
|-
 +
|align="left"|Spacing and Taper Lengths for Work Zone Signs, Channelizers and Concrete Barrier||TA-51||  [[media:616.8.51 DECM 2021.pdf|616.8.51 - DECM]]||Mar. 2016
 +
|-
 +
!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]])
 
|-
 
|-
|align="left"|Spacing and Taper Lengths for Work Zone Signs, Channelizers and Concrete Barrier||TA-51||  [[media:616.8.51 DECM.pdf|616.8.51 - DECM]]
+
|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1||  [[media:616.8.1 DECM.pdf|616.8.1 - DECM]]||Jan. 2016
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Outside of the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.6 Work Outside of the Shoulder (MUTCD 6G.06)|EPG 616.7.6]])
+
|align="left"|Blasting Zone|| -|| Contact district personnel'''*''' || -
 
|-
 
|-
|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1||  [[media:616.8.1 DECM.pdf|616.8.1 - DECM]]
+
!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]])
 
|-
 
|-
|align="left"|Blasting Zone|| -|| Contact district personnel'''*'''
+
|align="left"|Work on the Shoulder on Divided and Undivided Highways || TA-3|| [[media:616.8.3 DECM 2016.pdf|616.8.3 - DECM]]||Jan. 2016
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"| Work on the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.7 Work on the Shoulder with No Encroachment (MUTCD 6G.07)|EPG 616.7.7]] and [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.8 Work on the Shoulder with Minor Encroachment (MUTCD 6G.8)|EPG 616.7.8]])
+
|align="left"|Shoulder Work on Divided and Undivided Highways Reduced Lane Widths ||TA-5|| [[media:616.8.5 DECM 2016.pdf|616.8.5 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Work on the Shoulder on Divided and Undivided Highways || TA-3|| [[media:616.8.3 DECM 2016.pdf|616.8.3 - DECM]]
+
|align="left"|Shoulder Work with Minor Encroachment on Divided and Undivided Highways ||TA-6|| [[media:616.8.6 DECM 2016.pdf|616.8.6 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Shoulder Work on Divided and Undivided Highways Reduced Lane Widths ||TA-5|| [[media:616.8.5 DECM 2016.pdf|616.8.5 - DECM]]
+
!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]])
 
|-
 
|-
|align="left"|Shoulder Work with Minor Encroachment on Divided and Undivided Highways ||TA-6|| [[media:616.8.6 DECM 2016.pdf|616.8.6 - DECM]]
+
|align="left"|Road Closure with a Diversion ||TA-7|| [[media:616.8.7 DECM.pdf|616.8.7 - DECM]]||Jan. 2016
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of a Two-Lane Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.10 Work Within the Traveled Way of a Two-Lane Highway (MUTCD 6G.10)|EPG 616.7.10]])
+
|align="left"|Lane Shift on Two-Lane Roadway ||TA-7a|| [[media:616.8.7a DECM.pdf|616.8.7a - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Road Closure with a Diversion ||TA-7|| [[media:616.8.7 DECM.pdf|616.8.7 - DECM]]
+
|align="left"|Temporary Connection at Terminus of Divided Lane Facilities ||TA-7b|| [[media:616.8.7b DECM 2021.pdf|616.8.7b - DECM]]||July 2016
 
|-
 
|-
|align="left"|Lane Shift on Two-Lane Roadway ||TA-7a|| [[media:616.8.7a DECM.pdf|616.8.7a - DECM]]
+
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 DECM.pdf|616.8.8 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Temporary Connection at Terminus of Divided Lane Facilities ||TA-7b|| [[media:616.8.7b DECM 2016.pdf|616.8.7b - DECM]]
+
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]||May 2018
 
|-
 
|-
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 DECM.pdf|616.8.8 - DECM]]
+
|align="left"|Road Closed Beyond Junction Detour ||TA-9|| [[media:616.8.9 MT.pdf|616.8.9 - DECM, MT]]||Jan. 2016
 
|-
 
|-
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]
+
|align="left"|Lane Closure on Two-Lane Road Using Flaggers ||TA-10|| [[media:616.8.10 DECM 2016.pdf|616.8.10 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Road Closed Beyond Junction Detour ||TA-9|| [[media:616.8.9 MT.pdf|616.8.9 - DECM, MT]]
+
|align="left"|Lane Closure on Two-Lane Road Using Automated Flagger Assistance Devices (AFAD)-Red and Amber Signal System ||TA-10a|| [[media:616.8.10a DECM.pdf|616.8.10a - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Road Using Flaggers ||TA-10|| [[media:616.8.10 DECM 2016.pdf|616.8.10 - DECM]]
+
|align="left"|Lane Closure on Two-Lane Road Using Portable Signal Flagging Devices (PSFD)||TA-10c|| [[media:616.8.10c DECM.pdf|616.8.10c - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Road Using Automated Flagger Assistance Devices (AFAD)-Red and Amber Signal System ||TA-10a|| [[media:616.8.10a DECM.pdf|616.8.10a - DECM]]
+
|align="left"|Flagger Control for Resurfacing or Moving Operation One-Lane Two-Way Operation ||TA-10d|| [[media:616.8.10d DECM 2016.pdf|616.8.10d - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on Two-Lane Road Using Portable Signal Flagging Devices (PSFD)||TA-10c|| [[media:616.8.10c DECM.pdf|616.8.10c - DECM]]
+
|align="left"|Lane Restriction on Two-Lane Roadway - Vertical Clearance at Bridge ||TA-10e|| [[media:616.8.10e DECM.pdf|616.8.10e - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Flagger Control for Resurfacing or Moving Operation One-Lane Two-Way Operation ||TA-10d|| [[media:616.8.10d DECM 2016.pdf|616.8.10d - DECM]]
+
|align="left"|Public Road Crossing Another Road Under Construction ||TA-10f|| [[media:616.8.10f DECM 2016.pdf|616.8.10f - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Restriction on Two-Lane Roadway - Vertical Clearance at Bridge ||TA-10e|| [[media:616.8.10e DECM.pdf|616.8.10e - DECM]]
+
|align="left"|Side Roads Entering Work Zones ||TA-10g|| [[media:616.8.10g DECM 2016.pdf|616.8.10g - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Public Road Crossing Another Road Under Construction ||TA-10f|| [[media:616.8.10f DECM 2016.pdf|616.8.10f - DECM]]
+
|align="left"|Lane Closure on a Two-Lane Road Using Traffic Control Signals||TA-12|| [[media:616.8.12 DECM.pdf| 616.8.12 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Side Roads Entering Work Zones ||TA-10g|| [[media:616.8.10g DECM 2016.pdf|616.8.10g - DECM]]
+
|align="left"|Portable Traffic Signal, Temporary Traffic Signal and Concrete Barrier Details||TA-12a|| [[media:616.8.12a DECM.pdf|616.8.12a - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on a Two-Lane Road Using Traffic Control Signals||TA-12|| [[media:616.8.12 DECM.pdf| 616.8.12 - DECM]]
+
|align="left"|Estimated Average Peak Hour Signal Delay for Signal Control - One-lane Two-way Operation ||TA-12b|| [[media:616.8.12b DECM.pdf|616.8.12b - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Portable Traffic Signal, Temporary Traffic Signal and Concrete Barrier Details||TA-12a|| [[media:616.8.12a DECM.pdf|616.8.12a - DECM]]
+
|align="left"|Work in the Center of a Road with Low Traffic Volumes|| - || N/A in MoDOT|| -
 
|-
 
|-
|align="left"|Estimated Average Peak Hour Signal Delay for Signal Control - One-lane Two-way Operation ||TA-12b|| [[media:616.8.12b DECM.pdf|616.8.12b - DECM]]
+
|align="left"|Temporary Road Closure ||TA-13|| [[media:616.8.13 DECM 2016.pdf|616.8.13 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Work in the Center of a Road with Low Traffic Volumes|| - || N/A in MoDOT
+
|align="left"|Truck and Equipment Crossing or Entrance ||TA-14|| [[media:616.8.14 DECM 2016.pdf|616.8.14 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Temporary Road Closure ||TA-13|| [[media:616.8.13 DECM 2016.pdf|616.8.13 - DECM]]
+
|align="left"|Equipment Crossing or Entrance on Divided Highway Truck and Equipment Crossing or Entrance ||TA-14a|| [[media:616.8.14a DECM 2021.pdf|616.8.14a - DECM]]||Oct. 2017
 
|-
 
|-
|align="left"|Truck and Equipment Crossing or Entrance ||TA-14|| [[media:616.8.14 DECM 2016.pdf|616.8.14 - DECM]]
+
|align="left"|Temporary Median Opening - Truck and Equipment Crossing or Entrance ||TA-14b|| [[media:616.8.14b DECM.pdf|616.8.14b - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Equipment Crossing or Entrance on Divided Highway Truck and Equipment Crossing or Entrance ||TA-14a|| [[media:616.8.14a DECM 2017.pdf|616.8.14a - DECM]]
+
|align="left"|Mobile Operation on Two-Lane Highways ||TA-17|| [[media:616.8.17 DECM.pdf|616.8.17 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Temporary Median Opening - Truck and Equipment Crossing or Entrance ||TA-14b|| [[media:616.8.14b DECM.pdf|616.8.14b - DECM]]
+
|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17a|| [[media:616.8.17a DECM 2021.pdf|616.8.17a - DECM]]||May 2018
 
|-
 
|-
|align="left"|Mobile Operation on Two-Lane Highways ||TA-17|| [[media:616.8.17 DECM.pdf|616.8.17 - DECM]]
+
!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]])
 
|-
 
|-
|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17a|| [[media:616.8.17a DECM 2018.pdf|616.8.17a - DECM]]
+
|align="left"|Lane Closure on a Minor Street|| - || N/A in MoDOT|| -
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of an Urban Street (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.11 Work Within the Traveled Way of an Urban Street (MUTCD 6G.11)|EPG 616.7.11]])
+
|align="left"|Highway Closure||TA-8 || [[media:616.8.8 DECM.pdf|616.8.8 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure on a Minor Street|| - || N/A in MoDOT
+
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Highway Closure||TA-8 || [[media:616.8.8 DECM.pdf|616.8.8 - DECM]]
+
!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]])
 
|-
 
|-
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]
+
|align="left"|Right Lane Closure at Intersection - Work on Near or Far Side ||TA-22|| [[media:616.8.22 DECM 1.pdf|616.8.22 - DECM]]||Jan. 2016
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way at an Intersection and on Sidewalks (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.13 Work Within the Traveled Way at an Intersection (MUTCD 6G.13)|EPG 616.7.13]])
+
|align="left"|Right Lane Closure at Intersection - Work on Far Side Only ||TA-22a|| [[media:616.8.22a DECM 1.pdf|616.8.22a - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Right Lane Closure at Intersection - Work on Near or Far Side ||TA-22|| [[media:616.8.22 DECM 1.pdf|616.8.22 - DECM]]
+
|align="left"|Right Lane Closure at Intersection - Through Lane at Intersection ||TA-22b|| [[media:616.8.22b DECM 1.pdf|616.8.22b - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Right Lane Closure at Intersection - Work on Far Side Only ||TA-22a|| [[media:616.8.22a DECM 1.pdf|616.8.22a - DECM]]
+
|align="left"|Left Lane Closure at Intersection - Work on Near or Far Side || TA-23|| [[media:616.8.23 DECM 1.pdf|616.8.23 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Right Lane Closure at Intersection - Through Lane at Intersection ||TA-22b|| [[media:616.8.22b DECM 1.pdf|616.8.22b - DECM]]
+
|align="left"|Left Lane Closure at Intersection - Work on Far Side Only || TA-23a|| [[media:616.8.23a DECM 1.pdf|616.8.23a - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Left Lane Closure at Intersection - Work on Near or Far Side || TA-23|| [[media:616.8.23 DECM 1.pdf|616.8.23 - DECM]]
+
|align="left"|Half Road Closure on the Far Side of an Intersection|| - || Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Left Lane Closure at Intersection - Work on Far Side Only || TA-23a|| [[media:616.8.23a DECM 1.pdf|616.8.23a - DECM]]
+
|align="left"|Multiple Lane Closures at an Intersection || - ||Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Half Road Closure on the Far Side of an Intersection|| - || Contact district personnel'''*'''
+
|align="left"|Closure in the Center of an Intersection || - ||Contact district personnel'''*''' || -
 
|-
 
|-
|align="left"|Multiple Lane Closures at an Intersection || - ||Contact district personnel'''*'''
+
|align="left"|Closure at the Side of an Intersection || - || Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Closure in the Center of an Intersection || - ||Contact district personnel'''*'''
+
!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]])
 
|-
 
|-
|align="left"|Closure at the Side of an Intersection || - || Contact district personnel'''*'''
+
|align="left"|Operations in Two-Way Left Turn Lane on Multi-Lane Undivided Highways||TA-30a|| [[media:616.8.30a DECM.pdf|616.8.30a - DECM]]||Jan. 2016
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.12 Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (MUTCD 6G.12)|EPG 616.7.12]])
+
|align="left"|Lane Closure Using Center Turn Lane - Lane Shift ||TA-31|| [[media:616.8.31 DECM.pdf|616.8.31 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Operations in Two-Way Left Turn Lane on Multi-Lane Undivided Highways||TA-30a|| [[media:616.8.30a DECM.pdf|616.8.30a - DECM]]
+
|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a|| [[media:616.8.31a DECM.pdf|616.8.31a - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure Using Center Turn Lane - Lane Shift ||TA-31|| [[media:616.8.31 DECM.pdf|616.8.31 - DECM]]
+
|align="left"|Two-Lane Closure on a 5-Lane Undivided Highway ||TA-32|| [[media:616.8.32 DECM 2016.pdf|616.8.32 - DECM]]||July 2016
 
|-
 
|-
|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a|| [[media:616.8.31a DECM.pdf|616.8.31a - DECM]]
+
|align="left"|Stationary Lane Closure on a Divided Highway || TA-33|| [[media:616.8.33 DECM.pdf|616.8.33 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Two-Lane Closure on a 5-Lane Undivided Highway ||TA-32|| [[media:616.8.32 DECM 2016.pdf|616.8.32 - DECM]]
+
|align="left"|Lane Closure with a Temporary Traffic Barrier || TA-34|| [[media:616.8.34 DECM 2016.pdf|616.8.34 - DECM]]||July 2016
 
|-
 
|-
|align="left"|Stationary Lane Closure on a Divided Highway || TA-33|| [[media:616.8.33 DECM.pdf|616.8.33 - DECM]]
+
|align="left"|Lane Closure with Width and Lane Restrictions || TA-34a|| [[media:616.8.34a DECM.pdf|616.8.34a - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure with a Temporary Traffic Barrier || TA-34|| [[media:616.8.34 DECM 2016.pdf|616.8.34 - DECM]]
+
|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35|| [[media:616.8.35 DECM.pdf|616.8.35 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Lane Closure with Width and Lane Restrictions || TA-34a|| [[media:616.8.34a DECM.pdf|616.8.34a - DECM]]
+
|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a|| [[media:616.8.35a DECM 2021.pdf|616.8.35a - DECM]]||May 2018
 
|-
 
|-
|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35|| [[media:616.8.35 DECM.pdf|616.8.35 - DECM]]
+
!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]])
 
|-
 
|-
|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a|| [[media:616.8.35a DECM 2018.pdf|616.8.35a - DECM]]
+
|align="left"|Double Lane Closure on a Freeway|| TA-37|| [[media:616.8.37 DECM 2016.pdf|616.8.37 - DECM]]||Jan. 2016
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of a Freeway or Expressway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.14 Work Within the Traveled Way of a Freeway or Expressway (MUTCD 6G.14)|EPG 616.7.14]])
+
|align="left"|Interior Lane Closure on a Freeway||TA-38|| [[media:616.8.38 DECM 2016.pdf|616.8.38 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Double Lane Closure on a Freeway|| TA-37|| [[media:616.8.37 DECM 2016.pdf|616.8.37 - DECM]]
+
|align="left"|Two Interior Lane Closure on a Freeway||TA-38a|| [[media:616.8.38a DECM.pdf|616.8.38a - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Interior Lane Closure on a Freeway||TA-38|| [[media:616.8.38 DECM 2016.pdf|616.8.38 - DECM]]
+
|align="left"|Median Crossover on a Divided Highway, Sheet 1 of 2||TA-39|| [[media:616.8.39 Sheet 1 DECM 2019.pdf|616.8.39, Sheet 1 of 2 - DECM]]||Mar. 2019
 
|-
 
|-
|align="left"|Median Crossover on a Divided Highway, Sheet 1 of 2||TA-39|| [[media:616.8.39 Sheet 1 DECM 2019.pdf|616.8.39, Sheet 1 of 2 - DECM]]
+
|align="left"|Median Crossover on a Divided Highway, Sheet 2 of 2||TA-39|| [[media:616.8.39 Sheet 2 DECM 2020.pdf|616.8.39, Sheet 2 of 2- DECM]]||May 2020
 
|-
 
|-
|align="left"|Median Crossover on a Divided Highway, Sheet 2 of 2||TA-39|| [[media:616.8.39 Sheet 2 DECM 2016.pdf|616.8.39, Sheet 2 of 2- DECM]]
+
|align="left"|Temporary Median Crossover Roadway Design||TA-39a|| [[media:616.8.39a.pdf|616.8.39a- DECM]]||July 2016
 
|-
 
|-
|align="left"|Temporary Median Crossover Roadway Design||TA-39a|| [[media:616.8.39a.pdf|616.8.39a- DECM]]
+
|align="left"|Median Crossover for an Entrance Ramp|| - || Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Median Crossover for an Entrance Ramp|| - || Contact district personnel'''*'''
+
|align="left"|Median Crossover for an Exit Ramp || - ||Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Median Crossover for an Exit Ramp || - ||Contact district personnel'''*'''
+
|align="left"|Work in the Vicinity of an Exit Ramp ||TA-42|| [[media:616.8.42 DECM 2016.pdf|616.8.42 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Work in the Vicinity of an Exit Ramp ||TA-42|| [[media:616.8.42 DECM 2016.pdf|616.8.42 - DECM]]
+
|align="left"|Partial Exit Ramp Closure||TA-43|| [[media:616.8.43 DECM.pdf|616.8.43 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Partial Exit Ramp Closure||TA-43|| [[media:616.8.43 DECM.pdf|616.8.43 - DECM]]
+
|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44|| [[media:616.8.44 DECM 1.pdf|616.8.44 - DECM]]||Jan. 2016
 
|-
 
|-
|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44|| [[media:616.8.44 DECM 1.pdf|616.8.44 - DECM]]
+
|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a|| [[media:616.8.47a MT.pdf|616.8.47a - DECM, MT]]||Jan. 2016
 
|-
 
|-
|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a|| [[media:616.8.47a MT.pdf|616.8.47a - DECM, MT]]
+
|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b|| [[media:616.8.47b MT.pdf|616.8.47b - DECM, MT]]||Jan. 2016
 
|-
 
|-
|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b|| [[media:616.8.47b MT.pdf|616.8.47b - DECM, MT]]
+
|align="left"|Intermediate Lane Closure ||TA-48|| [[media:616.8.48 MT.pdf|616.8.48 - DECM, MT]]||Jan. 2016
 
|-
 
|-
|align="left"|Intermediate Lane Closure ||TA-48|| [[media:616.8.48 MT.pdf|616.8.48 - DECM, MT]]
+
|align="left"|Signs in Narrow Medians ||TA-49|| [[media:616.8.49 MT.pdf|616.8.49 - DECM, MT]]||Jan. 2016
 
|-
 
|-
|align="left"|Signs in Narrow Medians ||TA-49|| [[media:616.8.49 MT.pdf|616.8.49 - DECM, MT]]
+
|align="left"|Begin-End of Project Signing||TA-50|| [[media:616.8.50 2021.pdf|616.8.50 - DECM, MT]]||Feb. 2017
 
|-
 
|-
|align="left"|Begin-End of Project Signing||TA-50|| [[media:616.8.50 Feb 27 2017.pdf|616.8.50 - DECM, MT]]
+
|align="left"|Temporary Reversible Lane Using Movable Barriers|| - || Contact district personnel'''*'''|| -
 
|-
 
|-
|align="left"|Temporary Reversible Lane Using Movable Barriers|| - || Contact district personnel'''*'''
+
!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]])
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work in the Vicinity of a Grade Crossing (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.18 Work in the Vicinity of a Grade Crossing (MUTCD 6G.18)|EPG 616.7.18]])
+
|align="left"|Work in the Vicinity of a Grade Crossing|| - || Contact district personnel'''*''' || -
 
|-
 
|-
|align="left"|Work in the Vicinity of a Grade Crossing|| - || Contact district personnel'''*'''
+
!style="background:#f5f5f5" colspan="4" align="center"|Sequential Flashing Warning Light (see [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.83 Warning Lights (MUTCD 6F.83)|EPG 616.6.83]])
 
|-
 
|-
!style="background:#f5f5f5" colspan="3" align="center"|Sequential Flashing Warning Light (see [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.83 Warning Lights (MUTCD 6F.83)|EPG 616.6.83]])
+
|align="left"|Sequential Flashing Warning Light|| - || [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#Fig. 616.6.83 Sequential Flashing Warning Light|616.6.83]] ||June 2012
 
|-
 
|-
|align="left"|Sequential Flashing Warning Light|| - || [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#Fig. 616.6.83 Sequential Flashing Warning Light|616.6.83]]
+
|height="15" colspan="4"|
 
|-
 
|-
|colspan="3" align="left"|'''*''' These typical applications may require additional guidance with the district and referencing to the MUTCD.
+
|colspan="4" align="left"|'''*''' These typical applications may require additional guidance with the district and referencing to the MUTCD.
 
|}
 
|}
 
 
Line 331: Line 360:
 
'''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.   
 
'''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.   
  
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.
+
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, [[#616.8.4 Recommended Advance Warning Sign Minimum Spacing|Tables 616.3.4]] and [[#616.8.5 Recommended Taper Length and Spacing|616.3.5]] are reproduced in this article.
  
 
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.
 
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.
Line 375: Line 404:
  
 
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
 
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|+ '''[http://epg.modot.org/index.php?title=616.3_Temporary_Traffic_Control_Elements_%28MUTCD_Chapter_6C%29#Table_616.3.4__Recommended_Advance_Warning_Sign_Minimum_Spacing Table 616.3.4]'''
+
|+ '''[[616.3 Temporary Traffic Control Elements (MUTCD Chapter 6C)#Table 616.3.4 Recommended Advance Warning Sign Minimum Spacing| Table 616.3.4, Recommended Advance Warning Sign Minimum Spacing]]'''
 
! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Sign Spacing<sup>'''2'''</sup>, ft.
 
! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Sign Spacing<sup>'''2'''</sup>, ft.
 
|-
 
|-
Line 400: Line 429:
  
 
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
 
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|+'''[http://epg.modot.org/index.php?title=616.3_Temporary_Traffic_Control_Elements_%28MUTCD_Chapter_6C%29#Table_616.3.5_Recommended_Taper_Length_and_Spacing Table 616.3.5]'''  
+
|+'''[http://epg.modot.org/index.php?title=616.3_Temporary_Traffic_Control_Elements_%28MUTCD_Chapter_6C%29#Table_616.3.5_Recommended_Taper_Length_and_Spacing Table 616.3.5, Recommended Taper Length and Spacing]'''  
 
! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Taper Length<sup>'''2'''</sup>, ft. !!style="background:#BEBEBE" colspan="2"| Channelizing Spacing <sup>'''3'''</sup>, ft.
 
! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Taper Length<sup>'''2'''</sup>, ft. !!style="background:#BEBEBE" colspan="2"| Channelizing Spacing <sup>'''3'''</sup>, ft.
 
|-
 
|-
Line 413: Line 442:
 
|60 to 70||235|| 840|| 60<sup>7</sup>|| 120<sup>7</sup>
 
|60 to 70||235|| 840|| 60<sup>7</sup>|| 120<sup>7</sup>
 
|-
 
|-
|align="left" colspan="5"|<sup>'''1'''</sup> Speed limit is based on posted speed limit.<br/><sup>'''2'''</sup> Taper lengths may be adjusted to accommodate crossroads, curves, intersections, ramps or other geometric features.<br/><sup>'''3'''</sup> Channelizer spacing may be reduced to discourage traffic encroachment.<br/><sup>'''4'''</sup> Based on 10 ft. shoulder width.<br/><sup>'''5'''</sup> Based on 12 ft. lane width.<br/>
+
|align="left" colspan="5"|<sup>'''1'''</sup> Speed limit is based on posted speed limit.<br/><sup>'''2'''</sup> Taper lengths may be adjusted to accommodate crossroads, curves, intersections, ramps or other geometric features.<br/><sup>'''3'''</sup> Channelizer spacing may be reduced to discourage traffic encroachment.<br/><sup>'''4'''</sup> Based on 10 ft. shoulder width.<br/><sup>'''5'''</sup> Based on 12 ft. lane width.<br/><sup>'''6'''</sup> Spacing reduced to 1/2 at intersections.<br/><sup>'''7'''</sup> Spacing may be reduced to 1/2 at intersections.
<sup>'''6'''</sup> Spacing reduced to 1/2 at intersections.<br/><sup>'''7'''</sup> Spacing may be reduced to 1/2 at intersections.
 
 
|}
 
|}
 
</center>
 
</center>

Latest revision as of 13:16, 11 June 2021


Interim TMA Flagger Guidance
Fig. 616.8.10 - TMA Flagger
- Lane Closure on Two-Lane Highways Using
TMA Flaggers - DE/CM/MT

616.8.1 Listing of Typical Applications

Listing of Typical Applications for Maintenance

(TAs for Design and Construction and Materials are also available)
Typical Application Description TA No. Maintenance Figure Number Effective Date
Work Outside of the Shoulder (see EPG 616.7.6)
Work Beyond the Shoulder on Divided and Undivided Highways TA-1 616.8.1 - MT Jan. 2016
Blasting Zone - Contact district personnel* -
Work on the Shoulder (see EPG 616.7.7 and EPG 616.7.8)
Shoulder Work on Two-Lane Highways with Edgelines TA-3 616.8.3 - MT Jan. 2016
Shoulder Work on Two-Lane Highways without Edgelines TA-3a 616.8.3a - MT Jan. 2016
Shoulder Work on Divided Highways TA-5 616.8.5 - MT Jan. 2015
Work Within the Traveled Way of a Two-Lane Highway (see EPG 616.7.10)
Highway Closure TA-8 616.8.8 - MT Jan. 2016
Closure of Existing Bridges or Non-Traversable Roads TA-8a 616.8.8a - MT, DECM May 2018
Road Closed Beyond Junction Detour TA-9 616.8.9 - MT, DECM Jan. 2016
Lane Closure on Two-Lane Highways With Edgelines Using Flaggers TA-10 616.8.10 - MT Sep. 2017
Lane Closure on Two-Lane Highways Without Edgelines Using Flaggers TA-10a 616.8.10a - MT Sep. 2017
Lane Closure on Two-Lane Highways with Edgelines Using AFAD Red Amber Signal System TA-10b 616.8.10b - MT Jan. 2016
Lane Closure on Two-Lane Highways without Edgelines Using AFAD Red Amber Signal System TA-10c 616.8.10c - MT Jan. 2016
Lane Closure on Two-Lane Highways with Edgelines Using Portable Signal Flagging Device TA-10d 616.8.10d - MT July 2019
Lane Closure on Two-Lane Highways without Edgelines Using Portable Signal Flagging Device TA-10e 616.8.10e - MT July 2019
Side Roads Entering Work Zones TA-10g 616.8.10g - MT June 2019
Lane Closure on Two-Lane Highways Without Edgelines TA-11 616.8.11 - MT Oct. 2016
Lane Closure on Two-Lane Highways With Edgelines TA-12 616.8.12 - MT Oct. 2016
Lane Closure on Two-Lane Highways Without Edgelines Using Traffic Control Signals TA-12a 616.8.12a - MT Oct. 2016
Work in the Center of a Road with Low Traffic Volumes - N/A in MoDOT -
Surveying Along Centerline of Two-Way Highways without Edgelines TA-16 616.8.16 - MT Jan. 2016
Mobile Operation on Two-Lane Highways with Edgelines TA-17 616.8.17 - MT Jan. 2016
Mobile Operation on Two-Lane Highways without Edgelines TA-17a 616.8.17a - MT Nov. 2013
Centerline-Edgeline Striping on Two-Lane Highways TA-17b 616.8.17b - MT Jan. 2016
Work Within the Traveled Way of an Urban Street (see EPG 616.7.11)
Lane Closure on a Minor Street - N/A in MoDOT -
Highway Closure TA-8 616.8.8 - MT Jan. 2016
Closure of Existing Bridges or Non-Traversable Roads TA-8a 616.8.8a - MT, DECM May 2018
Work Within the Traveled Way at an Intersection and on Sidewalks (see EPG 616.7.13)
Lane Closure on Near Side of Intersection TA-21 616.8.21 - MT Jan. 2016
Lane Closure of Right Lane on Far Side of Intersection TA-22 616.8.22 - MT Jan. 2016
Lane Closure of Left Lane on Far Side of Intersection TA-23 616.8.23 - MT Jan. 2016
Sidewalk Detour or Diversion TA-28 616.8.28 - MT Oct. 2017
Crosswalk Closures and Pedestrian Detours TA-29 616.8.29 - MT Oct. 2017
Half Road Closure on the Far Side of an Intersection - Contact district personnel* -
Multiple Lane Closures at an Intersection - Contact district personnel* -
Closure in the Center of an Intersection - Contact district personnel* -
Closure at the Side of an Intersection - Contact district personnel* -
Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (see EPG 616.7.12)
Lane Closure on Multi-Lane Undivided Highways TA-30 616.8.30 - MT Jan. 2016
Operations in Two-Way Left Turn Lane on Multi-Lane TA-30a 616.8.30a - MT Jan. 2016
Lane Closure Using Two-Way Left Turn Lane on Undivided Highways TA-31 616.8.31 - MT Dec. 2016
Lane Closure on Alternate Passing Lanes TA-31a 616.8.31a - MT Jan. 2016
Lane Closure on Left or Right Lane on Divided Highway TA-33 616.8.33 - MT Jan. 2016
Mobile Operation on a Divided or Multi-Lane Highways TA-35 616.8.35 - MT Nov. 2018
Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways TA-35a 616.8.35a - MT Nov. 2018
Edgeline Striping on Multi-Lane, Undivided Highways TA-35b 616.8.35b - MT Nov. 2018
Lane Line and or Left Edgeline Striping on Divided Highways TA-35c 616.8.35c - MT Nov. 2018
Right Edgeline Striping on Divided Highways TA-35d 616.8.35d - MT Nov. 2018
Work Within the Traveled Way of a Freeway or Expressway (see EPG 616.7.14)
Lane Closure of Interior Lane on Multi-Lane Highways TA-37 616.8.37 - MT May 2016
Lane Closure of Interior Lane on Multi-Lane Highways for Capacity TA-38 616.8.38 - MT May 2016
Lane Closure of Interior Lane on Multi-Lane Divided Highways TA-38a 616.8.38a - MT May 2016
Lane Closure of Interior Lane on Multi-Lane Divided Highways TA-38b 616.8.38b - MT May 2016
Lane Closure of Interior Lane on Multi-Lane Divided Highways TA-38c 616.8.38c - MT May 2016
Median Crossover for an Entrance Ramp - Contact district personnel* -
Median Crossover for an Exit Ramp - Contact district personnel* -
Work in the Vicinity of an Exit Ramp TA-42 616.8.42 - MT Jan. 2016
Work on Ramps TA-43 616.8.43 - MT Jan. 2016
Work in the Vicinity of an Entrance Ramp TA-44 616.8.44 - MT Jan. 2016
Lane Closure at Interchange TA-44a 616.8.44a - MT Jan. 2016
Work in the Vicinity of a Grade Crossing TA-46 616.8.46 - MT Sep. 2017
Excavations with Steel Plate or Back Fill - Undivided Highways TA-47a 616.8.47a - MT, DECM Jan. 2016
Excavations with Steel Plate or Back Fill - Divided Highways TA-47b 616.8.47b - MT, DECM Jan. 2016
Intermediate Lane Closure TA-48 616.8.48 - MT, DECM Jan. 2016
Signs in Narrow Medians TA-49 616.8.49 - MT, DECM Jan. 2016
Begin-End of Project Signing
TA-50 616.8.50 - MT, DECM Feb. 2017
Temporary Reversible Lane Using Movable Barriers - Contact district personnel* -
Sequential Flashing Warning Light (see EPG 616.6.83)
Sequential Flashing Warning Light - 616.6.83 June 2012
* These typical applications may require additional guidance with the district and referencing to the MUTCD.


Listing of Typical Applications for Design and Construction and Materials

Legend for the Design and
Construction and Materials TAs
(TAs for Maintenance are also available)
Typical Application Description TA No. Design/Construction and Materials
Figure Number
Effective Date
Spacing and Taper Lengths for Work Zone Signs, Channelizers and Concrete Barrier TA-51 616.8.51 - DECM Mar. 2016
Work Outside of the Shoulder (see EPG 616.7.6)
Work Beyond the Shoulder on Divided and Undivided Highways TA-1 616.8.1 - DECM Jan. 2016
Blasting Zone - Contact district personnel* -
Work on the Shoulder (see EPG 616.7.7 and EPG 616.7.8)
Work on the Shoulder on Divided and Undivided Highways TA-3 616.8.3 - DECM Jan. 2016
Shoulder Work on Divided and Undivided Highways Reduced Lane Widths TA-5 616.8.5 - DECM Jan. 2016
Shoulder Work with Minor Encroachment on Divided and Undivided Highways TA-6 616.8.6 - DECM Jan. 2016
Work Within the Traveled Way of a Two-Lane Highway (see EPG 616.7.10)
Road Closure with a Diversion TA-7 616.8.7 - DECM Jan. 2016
Lane Shift on Two-Lane Roadway TA-7a 616.8.7a - DECM Jan. 2016
Temporary Connection at Terminus of Divided Lane Facilities TA-7b 616.8.7b - DECM July 2016
Highway Closure TA-8 616.8.8 - DECM Jan. 2016
Closure of Existing Bridges or Non-Traversable Roads TA-8a 616.8.8a - MT, DECM May 2018
Road Closed Beyond Junction Detour TA-9 616.8.9 - DECM, MT Jan. 2016
Lane Closure on Two-Lane Road Using Flaggers TA-10 616.8.10 - DECM Jan. 2016
Lane Closure on Two-Lane Road Using Automated Flagger Assistance Devices (AFAD)-Red and Amber Signal System TA-10a 616.8.10a - DECM Jan. 2016
Lane Closure on Two-Lane Road Using Portable Signal Flagging Devices (PSFD) TA-10c 616.8.10c - DECM Jan. 2016
Flagger Control for Resurfacing or Moving Operation One-Lane Two-Way Operation TA-10d 616.8.10d - DECM Jan. 2016
Lane Restriction on Two-Lane Roadway - Vertical Clearance at Bridge TA-10e 616.8.10e - DECM Jan. 2016
Public Road Crossing Another Road Under Construction TA-10f 616.8.10f - DECM Jan. 2016
Side Roads Entering Work Zones TA-10g 616.8.10g - DECM Jan. 2016
Lane Closure on a Two-Lane Road Using Traffic Control Signals TA-12 616.8.12 - DECM Jan. 2016
Portable Traffic Signal, Temporary Traffic Signal and Concrete Barrier Details TA-12a 616.8.12a - DECM Jan. 2016
Estimated Average Peak Hour Signal Delay for Signal Control - One-lane Two-way Operation TA-12b 616.8.12b - DECM Jan. 2016
Work in the Center of a Road with Low Traffic Volumes - N/A in MoDOT -
Temporary Road Closure TA-13 616.8.13 - DECM Jan. 2016
Truck and Equipment Crossing or Entrance TA-14 616.8.14 - DECM Jan. 2016
Equipment Crossing or Entrance on Divided Highway Truck and Equipment Crossing or Entrance TA-14a 616.8.14a - DECM Oct. 2017
Temporary Median Opening - Truck and Equipment Crossing or Entrance TA-14b 616.8.14b - DECM Jan. 2016
Mobile Operation on Two-Lane Highways TA-17 616.8.17 - DECM Jan. 2016
Centerline-Edgeline Striping on Two-Lane Highways TA-17a 616.8.17a - DECM May 2018
Work Within the Traveled Way of an Urban Street (see EPG 616.7.11)
Lane Closure on a Minor Street - N/A in MoDOT -
Highway Closure TA-8 616.8.8 - DECM Jan. 2016
Closure of Existing Bridges or Non-Traversable Roads TA-8a 616.8.8a - MT, DECM Jan. 2016
Work Within the Traveled Way at an Intersection and on Sidewalks (see EPG 616.7.13)
Right Lane Closure at Intersection - Work on Near or Far Side TA-22 616.8.22 - DECM Jan. 2016
Right Lane Closure at Intersection - Work on Far Side Only TA-22a 616.8.22a - DECM Jan. 2016
Right Lane Closure at Intersection - Through Lane at Intersection TA-22b 616.8.22b - DECM Jan. 2016
Left Lane Closure at Intersection - Work on Near or Far Side TA-23 616.8.23 - DECM Jan. 2016
Left Lane Closure at Intersection - Work on Far Side Only TA-23a 616.8.23a - DECM Jan. 2016
Half Road Closure on the Far Side of an Intersection - Contact district personnel* -
Multiple Lane Closures at an Intersection - Contact district personnel* -
Closure in the Center of an Intersection - Contact district personnel* -
Closure at the Side of an Intersection - Contact district personnel* -
Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (see EPG 616.7.12)
Operations in Two-Way Left Turn Lane on Multi-Lane Undivided Highways TA-30a 616.8.30a - DECM Jan. 2016
Lane Closure Using Center Turn Lane - Lane Shift TA-31 616.8.31 - DECM Jan. 2016
Lane Closure on Alternate Passing Lanes TA-31a 616.8.31a - DECM Jan. 2016
Two-Lane Closure on a 5-Lane Undivided Highway TA-32 616.8.32 - DECM July 2016
Stationary Lane Closure on a Divided Highway TA-33 616.8.33 - DECM Jan. 2016
Lane Closure with a Temporary Traffic Barrier TA-34 616.8.34 - DECM July 2016
Lane Closure with Width and Lane Restrictions TA-34a 616.8.34a - DECM Jan. 2016
Mobile Operation on a Divided or Multi-Lane Highways TA-35 616.8.35 - DECM Jan. 2016
Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways TA-35a 616.8.35a - DECM May 2018
Work Within the Traveled Way of a Freeway or Expressway (see EPG 616.7.14)
Double Lane Closure on a Freeway TA-37 616.8.37 - DECM Jan. 2016
Interior Lane Closure on a Freeway TA-38 616.8.38 - DECM Jan. 2016
Two Interior Lane Closure on a Freeway TA-38a 616.8.38a - DECM Jan. 2016
Median Crossover on a Divided Highway, Sheet 1 of 2 TA-39 616.8.39, Sheet 1 of 2 - DECM Mar. 2019
Median Crossover on a Divided Highway, Sheet 2 of 2 TA-39 616.8.39, Sheet 2 of 2- DECM May 2020
Temporary Median Crossover Roadway Design TA-39a 616.8.39a- DECM July 2016
Median Crossover for an Entrance Ramp - Contact district personnel* -
Median Crossover for an Exit Ramp - Contact district personnel* -
Work in the Vicinity of an Exit Ramp TA-42 616.8.42 - DECM Jan. 2016
Partial Exit Ramp Closure TA-43 616.8.43 - DECM Jan. 2016
Work in the Vicinity of an Entrance Ramp TA-44 616.8.44 - DECM Jan. 2016
Excavations with Steel Plate or Back Fill - Undivided Highways TA-47a 616.8.47a - DECM, MT Jan. 2016
Excavations with Steel Plate or Back Fill - Divided Highways TA-47b 616.8.47b - DECM, MT Jan. 2016
Intermediate Lane Closure TA-48 616.8.48 - DECM, MT Jan. 2016
Signs in Narrow Medians TA-49 616.8.49 - DECM, MT Jan. 2016
Begin-End of Project Signing TA-50 616.8.50 - DECM, MT Feb. 2017
Temporary Reversible Lane Using Movable Barriers - Contact district personnel* -
Work in the Vicinity of a Grade Crossing (see EPG 616.7.18)
Work in the Vicinity of a Grade Crossing - Contact district personnel* -
Sequential Flashing Warning Light (see EPG 616.6.83)
Sequential Flashing Warning Light - 616.6.83 June 2012
* These typical applications may require additional guidance with the district and referencing to the MUTCD.



Support. 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 typical applications for work zones. EPG 616.23 presents typical applications for work performed by MoDOT maintenance personnel.

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.

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.

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.

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.

Support. Figures and tables found throughout 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.

Fig. 616.8 is the legend for the temporary traffic control typical applications. In many of the typical applications, sign spacings and other dimensions are indicated by letters using the criteria provided in Table 616.3.4. The taper lengths are provided in Table 616.3.5.

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

616.8.2 Legend for Typical Applications

Fig. 616.8.2 Meaning of Symbols on Typical Application Diagrams


616.8.3 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

616.8.4 Recommended Advance Warning Sign Minimum Spacing

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

616.8.5 Recommended Taper Length and Spacing

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