Difference between revisions of "Category:620 Pavement Marking"
Jump to navigation
Jump to search
m (Per DE, uploaded a revised JSP) |
(Per Traffic, new Practical Operations guidance) |
||
Line 1: | Line 1: | ||
− | {|style="padding: 0.3em; margin-left: | + | {|style="padding: 0.3em; margin-left:45px; border:2px solid #a9a9a9; text-align:left; font-size: 95%; background:#f5f5f5" width="250px" align="left" |
+ | |- | ||
+ | |colspan="2"|<center>'''[http://www.modot.mo.gov/business/standards_and_specs/NonstandardJobSpecialProvisions.htm Nonstandard JSPs]''' available for pavement marking include:</center> | ||
+ | |- | ||
+ | | ||[[media:620Bid Items Grooved Pavement Systems.doc|Bid Items Grooved Pavement Systems]] | ||
+ | |- | ||
+ | | ||[[media:620 Contrast Pavement Marking Epoxy.doc|Contrast Pavement Marking Epoxy]] | ||
+ | |- | ||
+ | | ||[[media:620 Contrast Pavement Markings High Build.doc|Contrast Pavement Markings High Build]] | ||
+ | |- | ||
+ | | ||[[media:620 Epoxy Wet Reflective Pavement Markings.doc|Epoxy Wet Reflective Pavement Markings]] | ||
+ | |- | ||
+ | | ||[[media:620 Grooving for Pavement Markings.doc|Grooving for Pavement Markings]] | ||
+ | |- | ||
+ | | ||[[media:620 High Build Wet Reflective Pavement Markings.doc|High Build Wet Reflective Pavement Markings]] | ||
+ | |} | ||
+ | |||
+ | [[Image:620 Delineation System 3.jpg|465px|right]] | ||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | {|style="padding: 0.3em; margin-left:67px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#ffddcc" width="210px" align="left" | ||
|- | |- | ||
|'''Pavement Marking Management System''' | |'''Pavement Marking Management System''' | ||
Line 12: | Line 49: | ||
|} | |} | ||
− | {|style=" | + | |
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | |||
+ | ==<center>'''Pavement Marking Guidelines</center>'''== | ||
+ | {| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center" | ||
+ | |- | ||
+ | ! !! !! Colspan="2" style="background:#BEBEBE"|Divided Highways !! style="background:#BEBEBE"|Undivided Highways | ||
+ | |- | ||
+ | ! !! !! style="background:#BEBEBE"|Lane Lines !! style="background:#BEBEBE"|All Other Markings !! style="background:#BEBEBE"|All Markings | ||
+ | |- | ||
+ | |rowspan="4" align="center" style="background:#F5F5F7"|'''Contractor Installations''' ||rowspan="2" align="center" style="width:15%"| '''Major Roads''' || rowspan="2" | Grooved in wet reflective system using either epoxy or high build paint. Contrast markings on concrete. Minimum initial readings of 450 mcd/m<sup>2</sup>/lux required || Waterborne paint with type P beads on “rumble stripes”|| Waterborne paint with type P beads on “rumble stripes” | ||
+ | |- | ||
+ | | Wet reflective paint system on “flat” lines|| Wet reflective paint system on “flat” lines | ||
|- | |- | ||
− | | | + | | align="center"|'''Minor Roads''' || Waterborne paint with type P beads|| Waterborne paint with type P beads|| Waterborne paint with type P beads |
|- | |- | ||
− | | || | + | |align="center"|'''Intersection Markings'''||colspan="3"|Type 2 tape, preformed thermoplastic or waterborne paint |
|- | |- | ||
− | | || | + | |rowspan="5" align="center" style="background:#F5F5F7"| '''MoDOT Forces''' ||align="center"| '''Major Roads''' – shall be striped by Memorial Day unless there is a performing durable marking||Waterborne paint with type PM beads|| Waterborne paint with type PM beads|| Waterborne paint with type PM beads |
|- | |- | ||
− | | || | + | |align="center"|'''Regionally Significant Roads''' – shall be striped annually ||Waterborne paint with type PM beads|| Waterborne paint with type PM beads|| Waterborne paint with type PM beads |
|- | |- | ||
− | | || | + | |align="center"|'''Other Minor Roads''' – maximum of 50 percent striped annually ||Waterborne paint with type PM beads|| Waterborne paint with type PM beads|| Waterborne paint with type PM beads |
|- | |- | ||
− | | || | + | |align="center"| '''Intersection Markings'''||colspan="3"|Type 2 tape, preformed thermoplastic or waterborne paint |
|- | |- | ||
− | | || | + | |align="center"|'''Surface Treatments'''||Waterborne paint with type PM beads|| Waterborne paint with type PM beads|| Waterborne paint with type PM beads |
|} | |} | ||
− | |||
− |
Revision as of 11:13, 4 January 2011
Pavement Marking Management System |
Summary 2003 |
Report 2002 |
Report 2000 |
See also: Innovation Library |
Pavement Marking Guidelines
Divided Highways | Undivided Highways | |||
---|---|---|---|---|
Lane Lines | All Other Markings | All Markings | ||
Contractor Installations | Major Roads | Grooved in wet reflective system using either epoxy or high build paint. Contrast markings on concrete. Minimum initial readings of 450 mcd/m2/lux required | Waterborne paint with type P beads on “rumble stripes” | Waterborne paint with type P beads on “rumble stripes” |
Wet reflective paint system on “flat” lines | Wet reflective paint system on “flat” lines | |||
Minor Roads | Waterborne paint with type P beads | Waterborne paint with type P beads | Waterborne paint with type P beads | |
Intersection Markings | Type 2 tape, preformed thermoplastic or waterborne paint | |||
MoDOT Forces | Major Roads – shall be striped by Memorial Day unless there is a performing durable marking | Waterborne paint with type PM beads | Waterborne paint with type PM beads | Waterborne paint with type PM beads |
Regionally Significant Roads – shall be striped annually | Waterborne paint with type PM beads | Waterborne paint with type PM beads | Waterborne paint with type PM beads | |
Other Minor Roads – maximum of 50 percent striped annually | Waterborne paint with type PM beads | Waterborne paint with type PM beads | Waterborne paint with type PM beads | |
Intersection Markings | Type 2 tape, preformed thermoplastic or waterborne paint | |||
Surface Treatments | Waterborne paint with type PM beads | Waterborne paint with type PM beads | Waterborne paint with type PM beads |
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