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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 !! style="background:#BEBEBE"|All Other Markings !! 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''' || Waterborne paint with type P beads|| Waterborne paint with type P beads|| 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||Waterborne paint with type PM beads|| Waterborne paint with type PM beads|| Waterborne paint with type PM beads
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| |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
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| |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
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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'''||Waterborne paint with type PM beads|| Waterborne paint with type PM beads|| Waterborne paint with type PM beads
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| |} | | |} |
