Category:620 Pavement Marking
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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 | Type 2 Tape |
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) | Type 2 tape, 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 |
Articles in "620 Pavement Marking"
The following 14 pages are in this category, out of 14 total.
6
- 620.1 General (MUTCD Chapter 3A)
- 620.2 Pavement and Curb Markings (MUTCD Chapter 3B)
- 620.3 Roundabout Markings (MUTCD Chapter 3C)
- 620.4 Markings for Preferential Lanes (MUTCD Chapter 3D)
- 620.5 Delineators (MUTCD Chapter 3F)
- 620.6 Colored Pavements
- 620.7 Channelizing Devices Used for Emphasis or Pavement Marking Patterns
- 620.8 Islands
- 620.9 Rumble Strip Markings
- 620.10 Operational Procedures and Safety
- 620.11 Guidelines for Using Water-Borne Traffic Paint
- 620.12 Construction Inspection for Sec 620
- 620.13 Measurement of Retroreflectivity by Handheld Retroreflectometers
- 620.14 3M Installation Contract