Category:620 Pavement Marking: Difference between revisions
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m →Pavement Marking Guidelines: Per Traffic, two headings clarified in Pavement Marking Guidelines table |
m Per TS, eliminated Mem’l Day striping goal, use of double dropped wet reflective elements, & grooving on constr’n project if a durable pavem’t marking product is not being used. |
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==<center>'''Pavement Marking Guidelines</center>'''== | ==<center>'''Pavement Marking Guidelines</center>'''== | ||
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! colspan="2" | ! colspan="2" colspan="2"| !! style="background:#BEBEBE"|Divided Highways !! style="background:#BEBEBE"|Undivided Highways!! style="background:#BEBEBE"|All Classifications | ||
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|colspan="2" align="center" style="background:#F5F5F7"|'''Contractor Installations''' || align="center" style="width:15%"| High Build Paint with Type L Beads || Waterborne Paint with Type P Beads || Type 2 tape | |||
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| align="center"|''' | |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"|Type 2 tape, 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°) | ||
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|align="center"|''' | |align="center"|'''Minor Roads≥400 AADT''' – maximum of 50% striped annually | ||
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|align="center"|''' | |align="center"|'''Minor Roads<400 AADT''' – maximum of 33.3% striped annually | ||
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|align="center"|'''Surface Treatments''' | |align="center"|'''Surface Treatments''' | ||
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|colspan=" | |colspan="5" align="left"|<sup>'''1'''</sup> See [[620.13 Measurement of Retroreflectivity by Handheld Retroreflectometers#620.13.5 Acceptance|Pavement Marking Acceptance Table]] | ||
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Revision as of 12:32, 25 February 2015
Pavement Marking Guidelines
Divided Highways | Undivided Highways | All Classifications | ||
---|---|---|---|---|
Contractor Installations | High Build Paint with Type L Beads | Waterborne Paint with Type P Beads | Type 2 tape | |
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