Where to Find PDM Information in the EPG - Revision history

Smithk: /* Chapter IV, Detail Design */ updated link

2022-03-11T13:38:19Z

Chapter IV, Detail Design: updated link

← Older revision		Revision as of 08:38, 11 March 2022
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	\|[[:Category:231 Typical Section Elements for Roadways\|231 Typical Section Elements for Roadways]]\|\|colspan="2"\|4-07 Urban Projects		\|[[:Category:231 Typical Section Elements for Roadways\|231 Typical Section Elements for Roadways]]\|\|colspan="2"\|4-07 Urban Projects
	\|-		\|-
	\|[[~~941~~.3 ~~Urban/Rural Designations~~\|~~941~~.3 ~~Urban/Rural Designations~~]]\|\| \|\|4-07.1 Urban Improvements		\|No direct correlation; may consult [[905.2 Traffic Studies\|905.2 Traffic Studies]] and [[905.3 Transportation Impact Analysis\|905.3 Transportation Impact Analysis]] \|\| \|\|4-07.1 Urban Improvements
	\|-		\|-
	\|[[:Category:641 Bicycle Facilities\|641 Bicycle Facilities]] and [[:Category:642 Pedestrian Facilities\|642 Pedestrian Facilities]]\|\| \|\|4-07.3 (1) (e) Bicycle/Pedestrian Facilities		\|[[:Category:641 Bicycle Facilities\|641 Bicycle Facilities]] and [[:Category:642 Pedestrian Facilities\|642 Pedestrian Facilities]]\|\| \|\|4-07.3 (1) (e) Bicycle/Pedestrian Facilities

Smithk: /* Chapter VIII, Traffic Control Devices */ updated links

2022-03-11T13:25:19Z

Chapter VIII, Traffic Control Devices: updated links

← Older revision		Revision as of 08:25, 11 March 2022
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	\|[[903.17 Delineation and Object Markers\|903.17 Delineation and Object Markers]]\|\| \|\|8-03.7 (2) Delineators and (3) Object Markers		\|[[903.17 Delineation and Object Markers\|903.17 Delineation and Object Markers]]\|\| \|\|8-03.7 (2) Delineators and (3) Object Markers
	\|-		\|-
	\|[[903.2 Extent of Signing#903.2.11 Signing Plans\|903.2.11 Signing Plans]]\|\| \|\|8-03.8 Signing Plans		\|[[903.2 Extent of Signing#903.2.25.3 Signing Plans\|903.2.25.3 Signing Plans]]\|\| \|\|8-03.8 Signing Plans
	\|-		\|-
	\|[[903.2 Extent of Signing#903.2.12 Quantity Computations\|903.2.12 Quantity Computations]]\|\| \|\|8-03.9 Computations of Quantities		\|[[903.2 Extent of Signing#903.2.25.4 Quantity Computations\|903.2.25.4 Quantity Computations]]\|\| \|\|8-03.9 Computations of Quantities
	\|-		\|-
	\|[[:category:616 Temporary Traffic Control\|616 Temporary Traffic Control]]\|\|colspan="2"\|8-04 Temporary Traffic Control Plans		\|[[:category:616 Temporary Traffic Control\|616 Temporary Traffic Control]]\|\|colspan="2"\|8-04 Temporary Traffic Control Plans

Smithk: /* Chapter VIII, Traffic Control Devices */ updated links

2022-03-11T13:21:20Z

Chapter VIII, Traffic Control Devices: updated links

← Older revision		Revision as of 08:21, 11 March 2022
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	\|[[:category:616 Temporary Traffic Control\|616 Temporary Traffic Control]]\|\|colspan="2"\|8-04 Temporary Traffic Control Plans		\|[[:category:616 Temporary Traffic Control\|616 Temporary Traffic Control]]\|\|colspan="2"\|8-04 Temporary Traffic Control Plans
	\|-		\|-
	\|[[616~~.1 Preparation of~~ Traffic Control ~~Plan (TCP)~~\|616~~.1 Preparation of~~ Traffic Control ~~Plan (TCP)~~]]\|\| \|\|8-04.1 General		\|No direct correlation; refer to [[:Category:616 Temporary Traffic Control\|EPG 616 Temporary Traffic Control]] \|\| \|\|8-04.1 General
	\|-		\|-
	\|[[616~~.2 Work Zone Signing and Applications~~\|616~~.2 Work Zone Signing and Applications~~]]\|\| \|\|8-04.2 Work Zone Signing and 8-04.3 Guidelines for Work Zone Signing Applications		\|No direct correlation; refer to [[:Category:616 Temporary Traffic Control\|EPG 616 Temporary Traffic Control]] \|\| \|\|8-04.2 Work Zone Signing and 8-04.3 Guidelines for Work Zone Signing Applications
	\|-		\|-
	\|[https://epg.modot.mo.gov/index.php?title=616.6_Temporary_Traffic_Control_Zone_Devices_%28MUTCD_6F%29#616.6.60_Portable_Changeable_Message_Signs_.28MUTCD_6F.60.29 616.6.60 Changeable Message Signs (CMS)]\|\| \|\|8-04.4 Changeable Message Signs (CMS)		\|[https://epg.modot.mo.gov/index.php?title=616.6_Temporary_Traffic_Control_Zone_Devices_%28MUTCD_6F%29#616.6.60_Portable_Changeable_Message_Signs_.28MUTCD_6F.60.29 616.6.60 Changeable Message Signs (CMS)]\|\| \|\|8-04.4 Changeable Message Signs (CMS)
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	\|[[:category:620 Pavement Marking\|620 Pavement Marking]]\|\| \|\|8-04.8 Pavement Marking		\|[[:category:620 Pavement Marking\|620 Pavement Marking]]\|\| \|\|8-04.8 Pavement Marking
	\|-		\|-
	\|[[616~~.9 Lighting Devices~~\|616~~.9 Lighting Devices~~]]\|\| \|\|8-04.9 Lighting Devices and 8-04.10 Work Zone Lighting		\|No direct correlation; refer to [[:Category:616 Temporary Traffic Control\|EPG 616 Temporary Traffic Control]] \|\| \|\|8-04.9 Lighting Devices and 8-04.10 Work Zone Lighting
	\|-		\|-
	\|[[616~~.4 Flashing Arrow Panels~~\|616~~.4 Flashing Arrow Panels~~]]\|\| \|\|8-04.11 Flashing Arrow Panels		\|No direct correlation; refer to [[:Category:616 Temporary Traffic Control\|EPG 616 Temporary Traffic Control]] \|\| \|\|8-04.11 Flashing Arrow Panels
	\|-		\|-
	\|[[616~~.13 Crossovers,~~ Temporary ~~Connections and Detours~~\|616~~.13 Crossovers,~~ Temporary ~~Connections and Detours~~]]\|\| \|\|8-04.12 Bypasses, Crossovers and Temporary Connections through 8-04.16 Temporary Signals and Intersections		\|No direct correlation; refer to [[:Category:616 Temporary Traffic Control\|EPG 616 Temporary Traffic Control]] \|\| \|\|8-04.12 Bypasses, Crossovers and Temporary Connections through 8-04.16 Temporary Signals and Intersections
	\|-		\|-
	\|[[616.17 Pavement Edge Treatment\|616.17 Pavement Edge Treatment]]\|\| \|\|8-04.17 Pavement Edge Treatment		\|[[616.17 Pavement Edge Treatment\|616.17 Pavement Edge Treatment]]\|\| \|\|8-04.17 Pavement Edge Treatment
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	\|[[616.16 Law Enforcement Services\|616.16 Law Enforcement Services]]\|\| \|\|8-04.18 Law Enforcement Services		\|[[616.16 Law Enforcement Services\|616.16 Law Enforcement Services]]\|\| \|\|8-04.18 Law Enforcement Services
	\|-		\|-
	\|[[616~~.13 Crossovers,~~ Temporary ~~Connections and Detours#616.13.4 Temporary Median Crossovers for Construction Equipment~~\|616~~.13.4~~ Temporary ~~Median Crossovers for Construction Equipment~~]]\|\| \|\|8-04.19 Temporary Median Crossovers for Construction Equipment		\|No direct correlation; refer to [[:Category:616 Temporary Traffic Control\|EPG 616 Temporary Traffic Control]] \|\| \|\|8-04.19 Temporary Median Crossovers for Construction Equipment
	\|-		\|-
	\|[[616.24 Traffic Control for Non-Motorized Traffic\|616.24 Traffic Control for Non-Motorized Traffic]]\|\| \|\|8-04.20 Traffic Control for Non-Motorized Traffic		\|[[616.24 Traffic Control for Non-Motorized Traffic\|616.24 Traffic Control for Non-Motorized Traffic]]\|\| \|\|8-04.20 Traffic Control for Non-Motorized Traffic
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	\|[[616.15 Transit Considerations\|616.15 Transit Considerations]]\|\| \|\|8-04.21 Transit Considerations		\|[[616.15 Transit Considerations\|616.15 Transit Considerations]]\|\| \|\|8-04.21 Transit Considerations
	\|-		\|-
	\|[[616~~.1 Preparation of~~ Traffic Control ~~Plan (TCP)#616.1.2 Special Provisions~~\|616~~.1.2 Special Provisions~~]]\|\| \|\|8-04.22 Special Provisions		\|No direct correlation; refer to [[:Category:616 Temporary Traffic Control\|EPG 616 Temporary Traffic Control]] \|\| \|\|8-04.22 Special Provisions
	\|-		\|-
	\|[[616.~~1 Preparation of Traffic Control Plan~~ (~~TCP~~)~~#616.1.1 Typical Applications~~\|616.~~1.1~~ Typical Applications]]\|\| \|\|8-04.23 Typical Applications ~~and 8-04.24 No Direct Payment~~		\|[[616.8 Typical Applications (MUTCD 6H)\|616.8 Typical Applications]] \|\| \|\|8-04.23 Typical Applications
	\|-		\|-
	\|[[:category:620 Pavement Marking\|620 Pavement Marking]]\|\|colspan="2"\|8-05 Pavement Marking		\|[[:category:620 Pavement Marking\|620 Pavement Marking]]\|\|colspan="2"\|8-05 Pavement Marking

Smithk: /* Chapter VIII, Traffic Control Devices */ updated links

2022-03-11T13:14:15Z

Chapter VIII, Traffic Control Devices: updated links

← Older revision		Revision as of 08:14, 11 March 2022
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	\|[[903.8 Freeway and Expressway Guide Signs#903.8.3 General Design (MUTCD Section 2E.04)\|903.8.3 General Design]]\|\| \|\|8-03.6 Guide Sign Design		\|[[903.8 Freeway and Expressway Guide Signs#903.8.3 General Design (MUTCD Section 2E.04)\|903.8.3 General Design]]\|\| \|\|8-03.6 Guide Sign Design
	\|-		\|-
	\|[[903.~~15 Other Signing Items~~\|903.~~15 Other Signing Items~~]]\|\| \|\|8-03.7 Miscellaneous Signing Items		\|[[903.17 Delineation and Object Markers\|903.17 Delineation and Object Markers]]\|\| \|\|8-03.7 Miscellaneous Signing Items
	\|-		\|-
	\|[[903.9 General Information Signs#903.9.4 Emergency Reference Markers (D10-5 and D10-5a) (MUTCD Section 2H.06))\|903.9.4 Emergency Reference Markers (D10-5 and D10-5a)]]\|\| \|\|8-03.7 (1) Mileposts		\|[[903.9 General Information Signs#903.9.4 Emergency Reference Markers (D10-5 and D10-5a) (MUTCD Section 2H.06))\|903.9.4 Emergency Reference Markers (D10-5 and D10-5a)]]\|\| \|\|8-03.7 (1) Mileposts
	\|-		\|-
	\|[[903.~~15 Other Signing Items~~\|903.~~15 Other Signing Items~~]]\|\| \|\|8-03.7 (2) Delineators and (3) Object Markers		\|[[903.17 Delineation and Object Markers\|903.17 Delineation and Object Markers]]\|\| \|\|8-03.7 (2) Delineators and (3) Object Markers
	\|-		\|-
	\|[[903.2 Extent of Signing#903.2.11 Signing Plans\|903.2.11 Signing Plans]]\|\| \|\|8-03.8 Signing Plans		\|[[903.2 Extent of Signing#903.2.11 Signing Plans\|903.2.11 Signing Plans]]\|\| \|\|8-03.8 Signing Plans

Smithk at 19:25, 25 October 2021

2021-10-25T19:25:45Z

← Older revision		Revision as of 14:25, 25 October 2021
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	\|[[:category:350 Design for Bases and Aggregate Surfaces\|350 Design for Bases and Aggregate Surfaces]]\|\| \|\|6-03.8 Base considerations		\|[[:category:350 Design for Bases and Aggregate Surfaces\|350 Design for Bases and Aggregate Surfaces]]\|\| \|\|6-03.8 Base considerations
	\|-		\|-
	\|width="375"\|[~~http~~://epg.modot.org/files/f/f5/231_Diamond-Directional_Ramp_%28Any_ADT%29_%28D-50%29.pdf D50 Directional/Directional Ramps], [https://epg.modot.org/files/6/65/231_Loop_Ramp_%28D-51%29.pdf D51 Loop Ramps] and [https://epg.modot.org/files/a/a1/231_Multi-Lane_Ramp_%28D-53%29.pdf D53 Multi-lane ramps] in article [[:Category:231 Typical Section Elements for Roadways\|231 Typical Section Elements for Roadways]]\|\| \|\|6-03.9 Ramps and High Speed Directional Ramp Design		\|width="375"\|[https://epg.modot.org/files/f/f5/231_Diamond-Directional_Ramp_%28Any_ADT%29_%28D-50%29.pdf D50 Directional/Directional Ramps], [https://epg.modot.org/files/6/65/231_Loop_Ramp_%28D-51%29.pdf D51 Loop Ramps] and [https://epg.modot.org/files/a/a1/231_Multi-Lane_Ramp_%28D-53%29.pdf D53 Multi-lane ramps] in article [[:Category:231 Typical Section Elements for Roadways\|231 Typical Section Elements for Roadways]]\|\| \|\|6-03.9 Ramps and High Speed Directional Ramp Design
	\|-		\|-
	\|[[Other Aspects of Pavement Design#Thickness Determination\|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.2 Median Openings\|233.2.2 Median Openings]]\|\| \|\|6-03.10 Median Openings and Auxiliary Lanes		\|[[Other Aspects of Pavement Design#Thickness Determination\|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.2 Median Openings\|233.2.2 Median Openings]]\|\| \|\|6-03.10 Median Openings and Auxiliary Lanes

Smithk: /* Chapter IV, Detail Design */

2021-10-25T19:24:49Z

Chapter IV, Detail Design

← Older revision		Revision as of 14:24, 25 October 2021
Line 228:		Line 228:
	\|[[:category:402 Bituminous Surface Leveling\|402 Bituminous Surface Leveling]]\|\| \|\|4-09.27 Contract Leveling Course Projects		\|[[:category:402 Bituminous Surface Leveling\|402 Bituminous Surface Leveling]]\|\| \|\|4-09.27 Contract Leveling Course Projects
	\|-		\|-
	\|[~~http~~://epg.modot.~~mo.gov~~/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]\|\|colspan="2"\|4-10 Sample Plans		\|[https://epg.modot.org/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]\|\|colspan="2"\|4-10 Sample Plans
	\|}		\|}

Smithk: /* Chapter VI, Pavement Structure Design */

2021-10-25T19:24:26Z

Chapter VI, Pavement Structure Design

← Older revision		Revision as of 14:24, 25 October 2021
Line 266:		Line 266:
	\|[[:category:350 Design for Bases and Aggregate Surfaces\|350 Design for Bases and Aggregate Surfaces]]\|\| \|\|6-03.8 Base considerations		\|[[:category:350 Design for Bases and Aggregate Surfaces\|350 Design for Bases and Aggregate Surfaces]]\|\| \|\|6-03.8 Base considerations
	\|-		\|-
	\|width="375"\|[~~https~~://epg.modot.~~mo.gov~~/files/f/f5/231_Diamond-Directional_Ramp_%28Any_ADT%29_%28D-50%29.pdf D50 Directional/Directional Ramps], [https://epg.modot.~~mo.gov~~/files/6/65/231_Loop_Ramp_%28D-51%29.pdf D51 Loop Ramps] and [https://epg.modot.~~mo.gov~~/files/a/a1/231_Multi-Lane_Ramp_%28D-53%29.pdf D53 Multi-lane ramps] in article [[:Category:231 Typical Section Elements for Roadways\|231 Typical Section Elements for Roadways]]\|\| \|\|6-03.9 Ramps and High Speed Directional Ramp Design		\|width="375"\|[http://epg.modot.org/files/f/f5/231_Diamond-Directional_Ramp_%28Any_ADT%29_%28D-50%29.pdf D50 Directional/Directional Ramps], [https://epg.modot.org/files/6/65/231_Loop_Ramp_%28D-51%29.pdf D51 Loop Ramps] and [https://epg.modot.org/files/a/a1/231_Multi-Lane_Ramp_%28D-53%29.pdf D53 Multi-lane ramps] in article [[:Category:231 Typical Section Elements for Roadways\|231 Typical Section Elements for Roadways]]\|\| \|\|6-03.9 Ramps and High Speed Directional Ramp Design
	\|-		\|-
	\|[[Other Aspects of Pavement Design#Thickness Determination\|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.2 Median Openings\|233.2.2 Median Openings]]\|\| \|\|6-03.10 Median Openings and Auxiliary Lanes		\|[[Other Aspects of Pavement Design#Thickness Determination\|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.2 Median Openings\|233.2.2 Median Openings]]\|\| \|\|6-03.10 Median Openings and Auxiliary Lanes

Smithk at 19:23, 25 October 2021

2021-10-25T19:23:33Z

← Older revision		Revision as of 14:23, 25 October 2021
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	\|[[:category:402 Bituminous Surface Leveling\|402 Bituminous Surface Leveling]]\|\| \|\|4-09.27 Contract Leveling Course Projects		\|[[:category:402 Bituminous Surface Leveling\|402 Bituminous Surface Leveling]]\|\| \|\|4-09.27 Contract Leveling Course Projects
	\|-		\|-
	\|[~~https~~://epg.modot.mo.gov/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]\|\|colspan="2"\|4-10 Sample Plans		\|[http://epg.modot.mo.gov/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]\|\|colspan="2"\|4-10 Sample Plans
	\|}		\|}

Smithk: Updated website links for increased security

2021-10-25T19:21:56Z

Updated website links for increased security

Smithk at 19:19, 29 September 2021

2021-09-29T19:19:30Z

← Older revision		Revision as of 14:19, 29 September 2021
Line 1:		Line 1:
	~~[[image:where to find PDM info in the EPG.jpg\|center\|775px]]~~


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	\|}		\|}

			[[image:where to find PDM info in the EPG.jpg\|center\|775px]]
	[[category:237 Contract Plans]]		[[category:237 Contract Plans]]

← Older revision		Revision as of 14:21, 25 October 2021
Line 228:		Line 228:
	\|[[:category:402 Bituminous Surface Leveling\|402 Bituminous Surface Leveling]]\|\| \|\|4-09.27 Contract Leveling Course Projects		\|[[:category:402 Bituminous Surface Leveling\|402 Bituminous Surface Leveling]]\|\| \|\|4-09.27 Contract Leveling Course Projects
	\|-		\|-
	\|[~~http~~://epg.modot.mo.gov/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]\|\|colspan="2"\|4-10 Sample Plans		\|[https://epg.modot.mo.gov/files/5/5f/237.1 Sample Final Plans.pdf Sample Plans]\|\|colspan="2"\|4-10 Sample Plans
	\|}		\|}

Line 266:		Line 266:
	\|[[:category:350 Design for Bases and Aggregate Surfaces\|350 Design for Bases and Aggregate Surfaces]]\|\| \|\|6-03.8 Base considerations		\|[[:category:350 Design for Bases and Aggregate Surfaces\|350 Design for Bases and Aggregate Surfaces]]\|\| \|\|6-03.8 Base considerations
	\|-		\|-
	\|width="375"\|[~~http~~://epg.modot.mo.gov/files/f/f5/231_Diamond-Directional_Ramp_%28Any_ADT%29_%28D-50%29.pdf D50 Directional/Directional Ramps], [~~http~~://epg.modot.mo.gov/files/6/65/231_Loop_Ramp_%28D-51%29.pdf D51 Loop Ramps] and [~~http~~://epg.modot.mo.gov/files/a/a1/231_Multi-Lane_Ramp_%28D-53%29.pdf D53 Multi-lane ramps] in article [[:Category:231 Typical Section Elements for Roadways\|231 Typical Section Elements for Roadways]]\|\| \|\|6-03.9 Ramps and High Speed Directional Ramp Design		\|width="375"\|[https://epg.modot.mo.gov/files/f/f5/231_Diamond-Directional_Ramp_%28Any_ADT%29_%28D-50%29.pdf D50 Directional/Directional Ramps], [https://epg.modot.mo.gov/files/6/65/231_Loop_Ramp_%28D-51%29.pdf D51 Loop Ramps] and [https://epg.modot.mo.gov/files/a/a1/231_Multi-Lane_Ramp_%28D-53%29.pdf D53 Multi-lane ramps] in article [[:Category:231 Typical Section Elements for Roadways\|231 Typical Section Elements for Roadways]]\|\| \|\|6-03.9 Ramps and High Speed Directional Ramp Design
	\|-		\|-
	\|[[Other Aspects of Pavement Design#Thickness Determination\|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.2 Median Openings\|233.2.2 Median Openings]]\|\| \|\|6-03.10 Median Openings and Auxiliary Lanes		\|[[Other Aspects of Pavement Design#Thickness Determination\|Thickness Determination]] and [[233.2 At-Grade Intersections with Stop and Yield Control#233.2.2 Median Openings\|233.2.2 Median Openings]]\|\| \|\|6-03.10 Median Openings and Auxiliary Lanes
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	\|[[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C)\|902.3 Traffic Control Signal Needs Studies]]\|\| \|\|8-02.2 Obtaining Traffic Counts and 8-02.3 Warrants		\|[[902.3 Traffic Control Signal Needs Studies (MUTCD Chapter 4C)\|902.3 Traffic Control Signal Needs Studies]]\|\| \|\|8-02.2 Obtaining Traffic Counts and 8-02.3 Warrants
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.2_Traffic_Signal_Operation 902.5.2 Traffic Signal Operation]\|\| \|\|8-02.4 Traffic Signals in Urban Areas, (1) – (3)		\|[https://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.2_Traffic_Signal_Operation 902.5.2 Traffic Signal Operation]\|\| \|\|8-02.4 Traffic Signals in Urban Areas, (1) – (3)
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.8.1_Agreements 902.5.8.1 Agreements]\|\| \|\|8-02.4 (5) through (7) Bus Stops through Agreements		\|[https://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.8.1_Agreements 902.5.8.1 Agreements]\|\| \|\|8-02.4 (5) through (7) Bus Stops through Agreements
	\|-		\|-
	\|[[902.4 Signal Installations and Equipment\|902.4 Signal Installations and Equipment]]\|\| \|\|8-02.5 Design of Signal Installations, (1) Standardization		\|[[902.4 Signal Installations and Equipment\|902.4 Signal Installations and Equipment]]\|\| \|\|8-02.5 Design of Signal Installations, (1) Standardization
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.47_Use_of_Pavement_Markings_at_Signalized_Locations_.28MUTCD_Section_4D.35.29 902.5.47 Use of Pavement Markings at Signalized Locations]\|\| \|\|8-02.5 (2) Pavement Markings		\|[https://epg.modot.org/index.php?title=902.5_Traffic_Control_Signal_Features_%28MUTCD_Chapter_4D%29#902.5.47_Use_of_Pavement_Markings_at_Signalized_Locations_.28MUTCD_Section_4D.35.29 902.5.47 Use of Pavement Markings at Signalized Locations]\|\| \|\|8-02.5 (2) Pavement Markings
	\|-		\|-
	\|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)\|902.5 Traffic Control Signal Features]]\|\| \|\|8-02.6 Signal Phasing		\|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)\|902.5 Traffic Control Signal Features]]\|\| \|\|8-02.6 Signal Phasing
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	\|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)\|902.5 Traffic Control Signal Features]]\|\| \|\| 8-02.7 Method of Signal Control		\|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)\|902.5 Traffic Control Signal Features]]\|\| \|\| 8-02.7 Method of Signal Control
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.1_Preparation_of_Plans 902.15.1 Preparation of Plans]\|\| \|\|8-02.8 Auxiliary Equipment for Controllers		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.1_Preparation_of_Plans 902.15.1 Preparation of Plans]\|\| \|\|8-02.8 Auxiliary Equipment for Controllers
	\|-		\|-
	\|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)\|902.5 Traffic Control Signal Features]]\|\| \|\|8-02.9 Meaning and Application of Signal Indications		\|[[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)\|902.5 Traffic Control Signal Features]]\|\| \|\|8-02.9 Meaning and Application of Signal Indications
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.2_Location_of_Signals_and_Appurtenances 902.15.2 Location of Signals and Appurtenances]\|\| \|\|8-02.10 Location of Signals and Appurtenances		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.2_Location_of_Signals_and_Appurtenances 902.15.2 Location of Signals and Appurtenances]\|\| \|\|8-02.10 Location of Signals and Appurtenances
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.3_Detectors 902.15.3 Detectors] \|\| \|\|8-02.11 Detectors		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.3_Detectors 902.15.3 Detectors] \|\| \|\|8-02.11 Detectors
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.4_Pull_Boxes 902.15.4 Pull Boxes] \|\| \|\|8-02.12 Pull Boxes		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.4_Pull_Boxes 902.15.4 Pull Boxes] \|\| \|\|8-02.12 Pull Boxes
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.5_Conduit_System 902.15.5 Conduit System]\|\| \|\|8-02.13 Conduit System		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.5_Conduit_System 902.15.5 Conduit System]\|\| \|\|8-02.13 Conduit System
	\|-		\|-
	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6_Control_and_Power_Ccable 902.15.6 Control and Power Cable]\|\| \|\|8-02.14 Control and Power Cable		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6_Control_and_Power_Ccable 902.15.6 Control and Power Cable]\|\| \|\|8-02.14 Control and Power Cable
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	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6.4_Circuit_Breaker_Trip_Rating 902.15.6.4 Circuit Breaker Trip Rating]\|\| \|\|8-02.15 Circuit Breaker Trip Rating		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6.4_Circuit_Breaker_Trip_Rating 902.15.6.4 Circuit Breaker Trip Rating]\|\| \|\|8-02.15 Circuit Breaker Trip Rating
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	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6.5_Cable_Size_from_Power_Supply_to_Controller 902.15.6.5 Cable Size from Power Supply to Controller]\|\| \|\|8-02.16 Cable Size from Power Supply to Controller		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.6.5_Cable_Size_from_Power_Supply_to_Controller 902.15.6.5 Cable Size from Power Supply to Controller]\|\| \|\|8-02.16 Cable Size from Power Supply to Controller
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	\|[~~http~~://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.1_Preparation_of_Plans 902.15.1 Preparation of Plans]\|\| \|\|8-02.17 Preparation of Plans		\|[https://epg.modot.org/index.php?title=902.15_Designing_a_Traffic_Signal#902.15.1_Preparation_of_Plans 902.15.1 Preparation of Plans]\|\| \|\|8-02.17 Preparation of Plans
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	\|[[:category:903 Highway Signing\|903 Highway Signing]]\|\|colspan="2"\|8-03 Highway Signing and 8-03.1 General		\|[[:category:903 Highway Signing\|903 Highway Signing]]\|\|colspan="2"\|8-03 Highway Signing and 8-03.1 General
Line 400:		Line 400:
	\|[[616.2 Work Zone Signing and Applications\|616.2 Work Zone Signing and Applications]]\|\| \|\|8-04.2 Work Zone Signing and 8-04.3 Guidelines for Work Zone Signing Applications		\|[[616.2 Work Zone Signing and Applications\|616.2 Work Zone Signing and Applications]]\|\| \|\|8-04.2 Work Zone Signing and 8-04.3 Guidelines for Work Zone Signing Applications
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	\|[~~http~~://epg.modot.mo.gov/index.php?title=616.6_Temporary_Traffic_Control_Zone_Devices_%28MUTCD_6F%29#616.6.60_Portable_Changeable_Message_Signs_.28MUTCD_6F.60.29 616.6.60 Changeable Message Signs (CMS)]\|\| \|\|8-04.4 Changeable Message Signs (CMS)		\|[https://epg.modot.mo.gov/index.php?title=616.6_Temporary_Traffic_Control_Zone_Devices_%28MUTCD_6F%29#616.6.60_Portable_Changeable_Message_Signs_.28MUTCD_6F.60.29 616.6.60 Changeable Message Signs (CMS)]\|\| \|\|8-04.4 Changeable Message Signs (CMS)
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	\|[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)\|616.6.68 Type 1 or 3 Barricades (MUTCD 6F.68)]]\|\| \|\|8-04.5 Type III Movable Barricades		\|[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)\|616.6.68 Type 1 or 3 Barricades (MUTCD 6F.68)]]\|\| \|\|8-04.5 Type III Movable Barricades