|
|
| Line 1: |
Line 1: |
| − | {| align="center" | + | {|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="280px" align="center" |
| | |- | | |- |
| − | |[[image:120.1.jpg|right|390px]]||[[image:120.1 asph.jpg|right|420px]] | + | |'''This article has been deleted''' |
| − | |}
| |
| − | | |
| − | | |
| − | {|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#ffddcc" width="210px" align="right"
| |
| | |- | | |- |
| − | |'''Pavement Smoothness and Fuel Efficiency''' | + | |The archaic EPG 120.1 Pavements was deleted in April 2017. |
| − | |-
| |
| − | |[http://library.modot.mo.gov/RDT/reports/Ri05040/ss06003.pdf Summary 2006]
| |
| − | |-
| |
| − | |[http://library.modot.mo.gov/RDT/reports/Ri05040/or07005.pdf Report 2006]
| |
| − | |-
| |
| − | |[http://library.modot.mo.gov/RDT/reports/Ri05040/ss09002.pdf Summary 2008]
| |
| − | |-
| |
| − | |'''Pavement Smoothness Measures'''
| |
| − | |-
| |
| − | |[http://library.modot.mo.gov/RDT/reports/Ri06003/or06017.pdf Report 2006]
| |
| − | |-
| |
| − | |'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]
| |
| − | |}
| |
| − | ==120.1.1 Mainline Pavement==
| |
| − | | |
| − | ===Performance Expectation===
| |
| − | The mainline pavements on interstates shall produce a smooth ride and look good.
| |
| − | | |
| − | ===Performance Measures===
| |
| − | The smoothness of the mainline pavement will be annually measured in the fall with the ARAN van to determine the average IRI. Visual inspections will be conducted in the fall on randomly selected tenth-mile segments to determine the percent of repaired surface area. | |
| − | | |
| − | ===Performance Objectives===
| |
| − | The mainline pavements on interstates shall have an IRI rating of less than 100, which is considered to be a pavement in good condition. For a sample area to be visually acceptable, it cannot have more than 20% of repairs (cannot be repaired for more than 20% of its length). Proper crack sealing, transverse and longitudinal, performed appropriately can be considered visually acceptable. Random crack sealing, such as alligator cracks, shall not be performed.
| |
| − | | |
| − | | |
| − | {| align="center"
| |
| − | |-
| |
| − | |[[image:120.1.1.1.jpg|350px|thumb|<center>'''Good'''</center>]]||[[image:120.1.1.2.jpg|350px|thumb|<center>'''Poor'''</center>]]
| |
| − | |}
| |
| − | | |
| − | | |
| − | ==120.1.2 Ramp Pavement==
| |
| − | | |
| − | ===Performance Expectation===
| |
| − | The ramp pavements at all interchanges on the Interstate System shall produce a smooth ride and look good.
| |
| − | | |
| − | ===Performance Measures===
| |
| − | Visual inspections will be conducted in the fall on randomly selected interchanges to determine the percent of repaired surface areas.
| |
| − | | |
| − | ===Performance Objectives===
| |
| − | For a sample area to be visually acceptable, it cannot have more than 20% of repairs (cannot be repaired for more than 20% of its length). Proper crack sealing, transverse and longitudinal, performed appropriately can be considered visually acceptable. Random crack sealing, such as alligator cracks, shall not be performed.
| |
| − | | |
| − | | |
| − | {| align="center"
| |
| − | |-
| |
| − | |[[image:120.1.2.1.jpg|350px|thumb|<center>'''Good'''</center>]]||[[image:120.1.2.2.jpg|350px|thumb|<center>'''Poor'''</center>]]
| |
| − | |}
| |
| − | | |
| − | | |
| − | ==120.1.3 [[:Category:613 Pavement Repair|Concrete Pavement Repair]]==
| |
| − | | |
| − | ===Performance Expectation===
| |
| − | Concrete pavement repairs shall produce a smooth ride and look good. Full-depth concrete repairs on either concrete or asphalt pavements shall have square corners and be finished neatly with the appropriate surface texture. Partial-depth concrete repairs on concrete pavements shall have square corners and be finished neatly with the appropriate surface texture.
| |
| − | | |
| − | ===Performance Measures===
| |
| − | Visual inspections will be conducted on randomly selected tenth-mile segments in the fall to determine the number of repairs that produce a smooth ride, look good and are performing as intended.
| |
| − | | |
| − | ===Performance Objectives===
| |
| − | 100% of the repairs shall be considered acceptable. Concrete pavement repairs shall be completed within 14 days of detection.
| |
| − | | |
| − | {| align="center"
| |
| − | |-
| |
| − | |[[image:120.1.3.1.jpg|350px|thumb|<center>'''Good'''</center>]]||[[image:120.1.3.2.jpg|350px|thumb|<center>'''Poor'''</center>]]
| |
| − | |}
| |
| − | | |
| − | | |
| − | ==120.1.4 [[:Category:470 Bituminous Asphalt Maintenance|Asphalt Pavement Repair]]==
| |
| − | | |
| − | ===Performance Expectation===
| |
| − | Asphalt pavement repairs shall produce a smooth ride and look good. Asphalt pavement repairs shall have milled butt joints and square corners. Rumble strip and longitudinal joint repairs shall be milled at a constant width for the entire length of the repair area and have square corners.
| |
| − | | |
| − | ===Performance Measures===
| |
| − | Visual inspections will be conducted on randomly selected tenth-mile segments in the fall to determine the number of repairs that produce a smooth ride, look good and are performing as intended.
| |
| − | | |
| − | ===Performance Objectives===
| |
| − | 100% of the repairs shall be considered acceptable. Asphalt pavement repairs shall be completed within 14 days of detection.
| |
| − | | |
| − | | |
| − | {| align="center"
| |
| − | |-
| |
| − | |[[image:120.1.4.1.jpg|350px|thumb|<center>'''Good'''</center>]]||[[image:120.1.4.2.jpg|350px|thumb|<center>'''Poor'''</center>]]
| |
| | |} | | |} |
| | | | |
| | [[Category:120 Interstate Maintenance Expectations|120.1]] | | [[Category:120 Interstate Maintenance Expectations|120.1]] |
