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| {|style="padding: 0.3em; margin-left:45px; border:2px solid #a9a9a9; text-align:left; font-size: 95%; background:#f5f5f5" width="250px" align="left" | | [[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" |
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| |colspan="2"|<center>'''[http://www.modot.mo.gov/business/standards_and_specs/NonstandardJobSpecialProvisions.htm Nonstandard JSPs]''' available for pavement marking include:</center> | | |'''[[media:620 Durable.doc|Guidance for the Selection and Use of Durable Intersection Markings]]''' |
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| | </center> |
| | ||[[media:620Bid Items Grooved Pavement Systems.doc|Bid Items Grooved Pavement Systems]]
| | '''[[620.11 MoDOT Pavement Marking Materials #620.11|Pavement Marking Guidelines and Material Decision Tree]]''' |
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| | ||[[media:620 Contrast Pavement Marking Epoxy.doc|Contrast Pavement Marking Epoxy]]
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| | ||[[media:620 Contrast Pavement Markings High Build.doc|Contrast Pavement Markings High Build]]
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| | ||[[media:620 Epoxy Wet Reflective Pavement Markings for Grooves.doc|Epoxy Wet Reflective Pavement Markings for Grooves]]
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| | ||[[media:620 Grooving for Pavement Markings.doc|Grooving for Pavement Markings]]
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| | ||[[media:620 High Build Wet Reflective Pavement Markings for Grooves.doc|High Build Wet Reflective Pavement Markings for Grooves]]
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| |}
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| [[Image:620 Delineation System 3.jpg|465px|right]]
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| {|style="padding: 0.3em; margin-left:45px; border:2px solid #a9a9a9; text-align:left; font-size: 95%; background:#f5f5f5" width="250px" align="left"
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| |<center>'''Other Resources'''</center>
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| |[http://wwwi/intranet/tr/documents/StripingOperationsManual_FINAL.pdf Pavement Marking Operations Direction (Practical Operations Pavement Marking Implementation Plan)]
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| |[http://wwwi/intranet/tr/documents/StripingCommunicationsPlan.pdf Striping Communications Plan]
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| |} | |
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| ==<center>'''Pavement Marking Guidelines</center>'''==
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| {| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
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| ! !! !! Colspan="2" style="background:#BEBEBE"|Divided Highways !! style="background:#BEBEBE"|Undivided Highways
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| ! !! !! style="background:#BEBEBE"|Lane Lines<sup>1</sup> !! style="background:#BEBEBE"|All Other Markings<sup>2</sup> !! style="background:#BEBEBE"|All Markings
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| |rowspan="3" align="center" style="background:#F5F5F7"|'''Contractor Installations''' || align="center" style="width:15%"| '''Major Roads''' || 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 || Waterborne paint with type P beads
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| | align="center"|'''Minor Roads''' ||colspan="3"| Waterborne paint with type P beads
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| |align="center"|'''Intersection Markings'''||colspan="3"|Type 2 tape, preformed thermoplastic or waterborne paint
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| |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||colspan="3"|Waterborne paint with type PM beads
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| |align="center"|'''Regionally Significant Roads''' – shall be striped annually ||colspan="3"|Waterborne paint with type PM beads
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| |align="center"|'''Other Minor Roads''' – maximum of 50 percent striped annually ||colspan="3"|Waterborne paint with type PM beads
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| |align="center"| '''Intersection Markings'''||colspan="3"|Type 2 tape, preformed thermoplastic or waterborne paint
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| |align="center"|'''Surface Treatments'''||colspan="3"|Waterborne paint with type PM beads
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| |colspan="5" align="left"|<sup>'''1'''</sup> Lane Lines are broken (skips), dotted or solid white lines used to delineate the edge of the travel way where travel is permitted in the same direction on both sides of the line. They can be used to separate through lanes from other through lanes, through lanes from left or right turn lanes, or turn lanes from other turn lanes (i.e. dual left turn lanes).
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| |colspan="5" align="left"|<sup>'''2'''</sup> Typically edgelines and gores. Edgelines are solid lines that are used to separate the travel lane from the shoulder. They can be either yellow or white. Gores are double wide lines used on exit and entrance ramps.
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| |} | | |} |
