Category:620 Pavement Marking (MUTCD Part 3): Difference between revisions
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m →Pavement Marking Guidelines: Per TS, added decision tree figure |
Per TS, updated guidance to reflect new materials available and updated retroreflectivity requirements for acceptance. |
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! colspan="2" colspan="2"| !! style="background:#BEBEBE"|Divided Highways !! style="background:#BEBEBE"|Undivided Highways!! style="background:#BEBEBE"|Intersection Markings | ! colspan="2" colspan="2"| !! style="background:#BEBEBE"|Divided Highways !! style="background:#BEBEBE"|Undivided Highways!! style="background:#BEBEBE"|Intersection Markings | ||
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|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"| | |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 | ||
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|align="center"|'''Minor Roads'''||align="center"| Not applicable||align="center"| Waterborne Paint with Type P Beads | |align="center"|'''Minor Roads'''||align="center"| Not applicable||align="center"| Waterborne Paint with Type P Beads | ||
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|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"| | |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 | |||
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|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° and rising)<br/>or<br/> Cold weather paint with Type PM beads (35° to 50°) | ||
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|'''[[media:620 Durable.doc|Guidance for the Selection and Use of Durable Intersection Markings]]''' | |||
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[[image:620 decision 2017.jpg|center|900px]] | |||
Revision as of 09:10, 15 June 2017

Pavement Marking Guidelines
| Divided Highways | Undivided Highways | Intersection Markings | ||
|---|---|---|---|---|
| Contractor Installations | Major Roads | High Build Paint with Type L Beads | High Build Paint with Type L Beads | Durable Intersection Marking Material |
| Minor Roads | Not applicable | Waterborne Paint with Type P Beads | ||
| MoDOT Installations | Major Roads – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings1 | Waterborne Paint with Type L beads (60° and rising) | Waterborne Paint with Type PM beads (60° and rising) | Durable
Intersection Marking Material, preformed thermoplastic or waterborne paint with Type PM beads |
| Regionally Significant Roads – shall be striped annually unless retroreflectivity exceeds requirements for new pavement markings1 | Not applicable | Waterborne Paint with Type PM beads (50° and rising) or Cold weather paint with Type PM beads (35° to 50°) | ||
| Minor Roads≥400 AADT – maximum of 50% striped annually | ||||
| Minor Roads<400 AADT – maximum of 33.3% striped annually | ||||
| Surface Treatments | ||||
| 1 See Pavement Marking Acceptance Table | ||||
| Guidance for the Selection and Use of Durable Intersection Markings |

Articles in "620 Pavement Marking (MUTCD Part 3)"
The following 16 pages are in this category, out of 16 total.
6
- 620.1 General (MUTCD Chapter 3A)
- 620.2 Pavement and Curb Markings (MUTCD Chapter 3B)
- 620.3 Crosswalk Markings (MUTCD Chapter 3C)
- 620.4 Circular Intersection Markings (MUTCD Chapter 3D)
- 620.5 Preferential Lane Markings for Motor Vehicles (MUTCD Chapter 3E)
- 620.6 Delineators (MUTCD Chapter 3G)
- 620.7 Colored Pavement (MUTCD Chapter 3H)
- 620.8 Channelizing Devices used for Emphasis of Pavement Marking Patterns (MUTCD Chapter 3I)
- 620.9 Marking and Delineation of Islands and Sidewalk Extensions (MUTCD Chapter 3J)
- 620.10 Rumble Strip Markings (MUTCD Chapter 3K)
- 620.11 MoDOT Pavement Marking Materials
- 620.12 Operational Procedures and Safety
- 620.13 Guidelines for Using Water-Borne Traffic Paint
- 620.14 Pavement Marking Maintenance
- 620.15 Construction Inspection for Sec 620
- 620.16 Measurement of Retroreflectivity by Handheld Retroreflectometers