Category:620 Pavement Marking (MUTCD Part 3) - Revision history

HogsettC at 13:17, 29 October 2025

2025-10-29T13:17:41Z

← Older revision		Revision as of 08:17, 29 October 2025
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	\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''		\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''
			</center>
	\|'''[[620.11 MoDOT Pavement Marking Materials #620.11\|Pavement Marking Guidelines and Material Decision Tree]]'''		'''[[620.11 MoDOT Pavement Marking Materials #620.11\|Pavement Marking Guidelines and Material Decision Tree]]'''
	\|}		\|}

WilkeJ at 13:04, 29 October 2025

2025-10-29T13:04:11Z

← Older revision		Revision as of 08:04, 29 October 2025
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	\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''		\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''
	\|'''[[620.11 MoDOT Pavement Marking Materials #620.11\|Guidelines and Material Decision Tree]]'''\|}
			\|'''[[620.11 MoDOT Pavement Marking Materials #620.11\|Pavement Marking Guidelines and Material Decision Tree]]'''
			\|}

WilkeJ at 13:02, 29 October 2025

2025-10-29T13:02:27Z

← Older revision		Revision as of 08:02, 29 October 2025
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	\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''		\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''
	\|'''[[ \|Guidelines and Material Decision Tree]]'''\|}		\|'''[[620.11 MoDOT Pavement Marking Materials #620.11\|Guidelines and Material Decision Tree]]'''\|}

WilkeJ at 13:01, 29 October 2025

2025-10-29T13:01:28Z

← Older revision		Revision as of 08:01, 29 October 2025
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	\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''		\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''
	\|}		\|'''[[ \|Guidelines and Material Decision Tree]]'''\|}

TaracksA at 20:05, 28 October 2025

2025-10-28T20:05:02Z

← Older revision		Revision as of 15:05, 28 October 2025
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	[[Category:600 INCIDENTAL CONSTRUCTION\|620]]		[[Category:600 INCIDENTAL CONSTRUCTION\|620]]
			[[Image:620 Delineation System 3.jpg\|465px\|left]]
	{\|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="400px" align="center"		{\|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="400px" align="center"
	\|-		\|-
	\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''		\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''
	\|}		\|}



	~~[[image:620 decision 2017.jpg\|center\|950px]]~~

TaracksA at 20:04, 28 October 2025

2025-10-28T20:04:37Z

← Older revision		Revision as of 15:04, 28 October 2025
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	[[Category:600 INCIDENTAL CONSTRUCTION\|620]]		[[Category:600 INCIDENTAL CONSTRUCTION\|620]]
	~~[[Image:620 Delineation System 3.jpg\|465px\|left]]~~



	{\|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="400px" align="center"		{\|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="400px" align="center"

TaracksA at 19:00, 28 October 2025

2025-10-28T19:00:38Z

← Older revision		Revision as of 14:00, 28 October 2025
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	[[Image:620 Delineation System 3.jpg\|465px\|left]]		[[Image:620 Delineation System 3.jpg\|465px\|left]]






















	~~==<center>'''Pavement Marking Guidelines</center>'''==~~
	~~{\| border="1" class="wikitable" style="margin: 1em auto 1em auto; text-align:center;"~~
	\|-
	~~! colspan="2" colspan="2"\| !! style="background:#BEBEBE"\|Divided Highways !! style="background:#BEBEBE"\|Undivided Highways!! style="background:#BEBEBE"\|Intersection Markings~~
	\|-
	\|rowspan="2" align="center" style="background:#F5F5F7"\|'''Contractor Installations''' \|\|align="center"\| '''Major Roads''' \|\|align="center"\| High Build Paint with Type L Beads \|\|align="center"\|High Build Paint with Type L Beads\|\|align="center" rowspan="2"\|Durable Intersection Marking Material
	\|-
	~~\|align="center"\|'''Minor Roads'''\|\|align="center"\| Not applicable\|\|align="center"\| Waterborne Paint with Type P Beads~~
	\|-
	~~\|colspan="5" height="10"\|~~
	\|-
	\|rowspan="5" align="center" style="background:#F5F5F7"\| '''MoDOT Installations''' \|\|align="center"\| '''Major Roads''' – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings<sup>'''1'''</sup> \|\| Waterborne Paint with Type L beads (60° F and rising)\|\|Waterborne Paint with Type PM beads (60° F and rising)\|\|rowspan="5"\|Durable
	~~Intersection Marking Material, preformed thermoplastic or waterborne paint with Type PM beads~~
	\|-
	\|align="center"\|'''Regionally Significant Roads''' – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings<sup>'''1'''</sup> \|\|rowspan="4"\|Not applicable \|\|rowspan="4"\| Waterborne Paint with Type PM beads (50° F and rising)<br/>or<br/> Cold weather paint with Type PM beads (35° F to 50° F)
	\|-
	~~\|align="center"\|'''Minor Roads≥400 AADT''' – maximum of 50% striped annually~~
	\|-
	~~\|align="center"\|'''Minor Roads<400 AADT''' – maximum of 33.3% striped annually~~
	\|-
	~~\|align="center"\|'''Surface Treatments'''~~
	\|-
	~~\|colspan="5" align="left"\|<sup>'''1'''</sup> See [[620.13 Measurement of Retroreflectivity by Handheld Retroreflectometers#620.13.5 Acceptance\|Pavement Marking Acceptance Table]]~~
	\|}

TaracksA at 14:50, 16 October 2025

2025-10-16T14:50:51Z

← Older revision		Revision as of 09:50, 16 October 2025
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	\|colspan="5" height="10"\|		\|colspan="5" height="10"\|
	\|-		\|-
	\|rowspan="5" align="center" style="background:#F5F5F7"\| '''MoDOT Installations''' \|\|align="center"\| '''Major Roads''' – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings<sup>'''1'''</sup> \|\| Waterborne Paint with Type L beads (60° and rising)\|\|Waterborne Paint with Type PM beads (60° and rising)\|\|rowspan="5"\|Durable		\|rowspan="5" align="center" style="background:#F5F5F7"\| '''MoDOT Installations''' \|\|align="center"\| '''Major Roads''' – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings<sup>'''1'''</sup> \|\| Waterborne Paint with Type L beads (60° F and rising)\|\|Waterborne Paint with Type PM beads (60° F and rising)\|\|rowspan="5"\|Durable
	Intersection Marking Material, preformed thermoplastic or waterborne paint with Type PM beads		Intersection Marking Material, preformed thermoplastic or waterborne paint with Type PM beads
	\|-		\|-
	\|align="center"\|'''Regionally Significant Roads''' – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings<sup>'''1'''</sup> \|\|rowspan="4"\|Not applicable \|\|rowspan="4"\| Waterborne Paint with Type PM beads (50° and rising)<br/>or<br/> Cold weather paint with Type PM beads (35° to 50°)		\|align="center"\|'''Regionally Significant Roads''' – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings<sup>'''1'''</sup> \|\|rowspan="4"\|Not applicable \|\|rowspan="4"\| Waterborne Paint with Type PM beads (50° F and rising)<br/>or<br/> Cold weather paint with Type PM beads (35° F to 50° F)
	\|-		\|-
	\|align="center"\|'''Minor Roads≥400 AADT''' – maximum of 50% striped annually		\|align="center"\|'''Minor Roads≥400 AADT''' – maximum of 50% striped annually

TaracksA at 20:40, 6 October 2025

2025-10-06T20:40:12Z

← Older revision		Revision as of 15:40, 6 October 2025
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	[[Category:600 INCIDENTAL CONSTRUCTION\|620]]		[[Category:600 INCIDENTAL CONSTRUCTION\|620]]
			[[Image:620 Delineation System 3.jpg\|465px\|left]]






















			==<center>'''Pavement Marking Guidelines</center>'''==
			{\| border="1" class="wikitable" style="margin: 1em auto 1em auto; text-align:center;"
			\|-
			! colspan="2" colspan="2"\| !! style="background:#BEBEBE"\|Divided Highways !! style="background:#BEBEBE"\|Undivided Highways!! style="background:#BEBEBE"\|Intersection Markings
			\|-
			\|rowspan="2" align="center" style="background:#F5F5F7"\|'''Contractor Installations''' \|\|align="center"\| '''Major Roads''' \|\|align="center"\| High Build Paint with Type L Beads \|\|align="center"\|High Build Paint with Type L Beads\|\|align="center" rowspan="2"\|Durable Intersection Marking Material
			\|-
			\|align="center"\|'''Minor Roads'''\|\|align="center"\| Not applicable\|\|align="center"\| Waterborne Paint with Type P Beads
			\|-
			\|colspan="5" height="10"\|
			\|-
			\|rowspan="5" align="center" style="background:#F5F5F7"\| '''MoDOT Installations''' \|\|align="center"\| '''Major Roads''' – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings<sup>'''1'''</sup> \|\| Waterborne Paint with Type L beads (60° and rising)\|\|Waterborne Paint with Type PM beads (60° and rising)\|\|rowspan="5"\|Durable
			Intersection Marking Material, preformed thermoplastic or waterborne paint with Type PM beads
			\|-
			\|align="center"\|'''Regionally Significant Roads''' – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings<sup>'''1'''</sup> \|\|rowspan="4"\|Not applicable \|\|rowspan="4"\| Waterborne Paint with Type PM beads (50° and rising)<br/>or<br/> Cold weather paint with Type PM beads (35° to 50°)
			\|-
			\|align="center"\|'''Minor Roads≥400 AADT''' – maximum of 50% striped annually
			\|-
			\|align="center"\|'''Minor Roads<400 AADT''' – maximum of 33.3% striped annually
			\|-
			\|align="center"\|'''Surface Treatments'''
			\|-
			\|colspan="5" align="left"\|<sup>'''1'''</sup> See [[620.13 Measurement of Retroreflectivity by Handheld Retroreflectometers#620.13.5 Acceptance\|Pavement Marking Acceptance Table]]
			\|}


			{\|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="400px" align="center"
			\|-
			\|'''[[media:620 Durable.doc\|Guidance for the Selection and Use of Durable Intersection Markings]]'''
			\|}



			[[image:620 decision 2017.jpg\|center\|950px]]

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2025-10-06T20:39:34Z

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[[Category:600 INCIDENTAL CONSTRUCTION|620]]