120.1 Pavements - Revision history

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2017-04-05T17:34:50Z

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-|'''Pavement Smoothness and Fuel Efficiency'''
+|The archaic EPG 120.1 Pavements was deleted in April 2017.
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 [[Category:120 Interstate Maintenance Expectations|120.1]]

Smithk: link to Innovation Library

2009-03-30T18:08:53Z

link to Innovation Library

← Older revision		Revision as of 13:08, 30 March 2009
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			\|'''Pavement Smoothness and Fuel Efficiency'''
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			\|[http://library.modot.mo.gov/RDT/reports/Ri05040/ss06003.pdf Summary 2006]
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			\|[http://library.modot.mo.gov/RDT/reports/Ri05040/or07005.pdf Report 2006]
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			\|[http://library.modot.mo.gov/RDT/reports/Ri05040/ss09002.pdf Summary 2008]
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			\|'''Pavement Smoothness Measures'''
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			\|[http://library.modot.mo.gov/RDT/reports/Ri06003/or06017.pdf Report 2006]
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			\|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]
			\|}
	==120.1.1 Mainline Pavement==		==120.1.1 Mainline Pavement==

Smithk: article construction, especially dropping the full-lane width requirement for full-depth concrete repairs

2008-05-23T15:37:34Z

article construction, especially dropping the full-lane width requirement for full-depth concrete repairs

← Older revision		Revision as of 10:37, 23 May 2008
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	===Performance Objectives===		===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. No more than 20% of ~~the randomly sampled area shall have a repair to~~ be ~~considered visually acceptable~~. Proper crack sealing, transverse and longitudinal, performed appropriately can be considered visually acceptable. Random crack sealing, such as alligator cracks, shall not be performed.		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.


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	===Performance Objectives===		===Performance Objectives===
	No more than 20% of ~~the randomly sampled area shall have a repair to~~ be ~~considered visually acceptable~~. Proper crack sealing, transverse and longitudinal, performed appropriately can be considered visually acceptable. Random crack sealing, such as alligator cracks, shall not be performed.		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.


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	===Performance Expectation===		===Performance Expectation===
	Concrete pavement repairs shall produce a smooth ride and look good. Full-depth concrete repairs on either concrete or asphalt pavements shall ~~be full-lane width,~~ 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.		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===		===Performance Measures===
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	===Performance Expectation===		===Performance Expectation===
	Asphalt pavement repairs shall produce a smooth ride and look good. Asphalt pavement repairs shall ~~be full-lane width,~~ 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.		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===		===Performance Measures===

Smithk: new article

2008-04-14T18:53:55Z

new article

New page

{| align="center"
|-
|[[image:120.1.jpg|right|390px]]||[[image:120.1 asph.jpg|right|420px]]
|}

==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. No more than 20% of the randomly sampled area shall have a repair to be considered visually acceptable. 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===
No more than 20% of the randomly sampled area shall have a repair to be considered visually acceptable. 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 be full-lane width, 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 be full-lane width, 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]]