Difference between revisions of "Category:400 FLEXIBLE PAVEMENT"
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| − | {|border=" | + | [[image:400 Flexible Pavement.jpg|right|400px]] |
| + | {|style="padding: 0.3em; margin-right:10px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="170px" align="left" | ||
|- | |- | ||
| − | | | + | |[[image:safety begins with me.jpg|165px|center]] |
| + | |- | ||
| + | |'''Safety Video''' | ||
| + | |- | ||
| + | |[[media:132 Asphalt Operations.wmv|Asphalt Operations]] | ||
|} | |} | ||
| − | Pavements are [[450 Bituminous Pavement Design|designed]], [[460 General Requirements for Bituminous Construction|constructed]], and [[470 Bituminous Asphalt Maintenance|maintained]] to provide adequate support for loads imposed by traffic, and to provide a uniformly firm, stable, smooth, all-weather surface. To achieve these objectives, the [[Soil Characteristics|subgrade]], [[:Category:300 BASES|base]], [[605 Underdrainage|underdrainage]] and pavement must function together properly so that the pavement will not fail under the predicted traffic loads. Pavements are either flexible or rigid. | + | Pavements are [[:Category:450 Bituminous Pavement Design|designed]], [[:Category:460 General Requirements for Bituminous Construction|constructed]], and [[:Category:470 Bituminous Asphalt Maintenance|maintained]] to provide adequate support for loads imposed by traffic, and to provide a uniformly firm, stable, smooth, all-weather surface. To achieve these objectives, the [[Other Aspects of Pavement Design#Soil Characteristics|subgrade]], [[:Category:300 BASES|base]], [[:Category:605 Underdrainage|underdrainage]] and pavement must function together properly so that the pavement will not fail under the predicted traffic loads. Pavements are either flexible or rigid. |
Flexible pavements consist of a mixture of liquid asphalt and aggregate. There are three general categories of asphalt pavement design. Selection is based on traffic volume. | Flexible pavements consist of a mixture of liquid asphalt and aggregate. There are three general categories of asphalt pavement design. Selection is based on traffic volume. | ||
| − | *Plant Mix Surface Leveling mixes are our least stable mixes and are used only on lower volume roads where rutting is not expected to be an issue. The general requirements for this mix type can be found in [[402 Bituminous Surface Leveling|Bituminous Surface Leveling]]. | + | |
| − | *Plant Mix Bituminous Bases and Pavements have higher stability requirements than surface leveling and are used on medium volume roads. The general requirments for these mix types can be found in [[401 Bituminous Base and Pavement|Bituminous Base and Pavement]]. | + | |
| − | *Superpave is the most stable of all asphalt pavement types and is used on the highest volume roads. The general requirements for Superpave mixes can be found in [[403 Asphaltic Concrete Pavement|Asphaltic Concrete Pavement]]. | + | *Plant Mix Surface Leveling mixes are our least stable mixes and are used only on lower volume roads where rutting is not expected to be an issue. The general requirements for this mix type can be found in [[:Category:402 Bituminous Surface Leveling|Bituminous Surface Leveling]]. |
| + | *Plant Mix Bituminous Bases and Pavements have higher stability requirements than surface leveling and are used on medium volume roads. The general requirments for these mix types can be found in [[:Category:401 Bituminous Base and Pavement|Bituminous Base and Pavement]]. | ||
| + | *Superpave is the most stable of all asphalt pavement types and is used on the highest volume roads. The general requirements for Superpave mixes can be found in [[:Category:403 Asphaltic Concrete Pavement|Asphaltic Concrete Pavement]]. | ||
| + | |||
| + | {|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#ffddcc" width="210px" align="right" | ||
| + | |- | ||
| + | |'''Pavement Rehabilitation, Guide''' | ||
| + | |- | ||
| + | |[http://library.modot.mo.gov/RDT/reports/Ri00008/Brf02013.pdf Summary 2003] | ||
| + | |- | ||
| + | |[http://library.modot.mo.gov/RDT/reports/Ri00008/RDT02013.pdf Report 2002] | ||
| + | |- | ||
| + | |'''See also:''' [https://www.modot.org/research-publications Research Publications] | ||
| + | |} | ||
| + | |||
<categorytree mode=all>401 Bituminous Base and Pavement</categorytree> | <categorytree mode=all>401 Bituminous Base and Pavement</categorytree> | ||
| Line 18: | Line 37: | ||
<categorytree mode=all>407 Tack Coat</categorytree> | <categorytree mode=all>407 Tack Coat</categorytree> | ||
<categorytree mode=all>408 Prime Coat</categorytree> | <categorytree mode=all>408 Prime Coat</categorytree> | ||
| + | {|style="padding: 0.3em; margin-left:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="280px" align="right" | ||
| + | |- | ||
| + | |EPG articles are not referenced as "sections" but as EPG XXX.X or "articles" to avoid confusion with MoDOT specs (which are contractually binding). | ||
| + | |} | ||
<categorytree mode=all>409 Seal Coat</categorytree> | <categorytree mode=all>409 Seal Coat</categorytree> | ||
<categorytree mode=all>413 Surface Treatments and Preventive Maintenance</categorytree> | <categorytree mode=all>413 Surface Treatments and Preventive Maintenance</categorytree> | ||
<categorytree mode=all>450 Bituminous Pavement Design</categorytree> | <categorytree mode=all>450 Bituminous Pavement Design</categorytree> | ||
| − | |||
<categorytree mode=all>460 General Requirements for Bituminous Construction</categorytree> | <categorytree mode=all>460 General Requirements for Bituminous Construction</categorytree> | ||
<categorytree mode=all>470 Bituminous Asphalt Maintenance</categorytree> | <categorytree mode=all>470 Bituminous Asphalt Maintenance</categorytree> | ||
| − | <categorytree mode=all> | + | <categorytree mode=all>Shoulder Maintenance</categorytree> |
| − | |||
Latest revision as of 13:58, 18 August 2020
 |
| Safety Video |
| Asphalt Operations |
Pavements are designed, constructed, and maintained to provide adequate support for loads imposed by traffic, and to provide a uniformly firm, stable, smooth, all-weather surface. To achieve these objectives, the subgrade, base, underdrainage and pavement must function together properly so that the pavement will not fail under the predicted traffic loads. Pavements are either flexible or rigid.
Flexible pavements consist of a mixture of liquid asphalt and aggregate. There are three general categories of asphalt pavement design. Selection is based on traffic volume.
- Plant Mix Surface Leveling mixes are our least stable mixes and are used only on lower volume roads where rutting is not expected to be an issue. The general requirements for this mix type can be found in Bituminous Surface Leveling.
- Plant Mix Bituminous Bases and Pavements have higher stability requirements than surface leveling and are used on medium volume roads. The general requirments for these mix types can be found in Bituminous Base and Pavement.
- Superpave is the most stable of all asphalt pavement types and is used on the highest volume roads. The general requirements for Superpave mixes can be found in Asphaltic Concrete Pavement.
| Pavement Rehabilitation, Guide |
| Summary 2003 |
| Report 2002 |
| See also: Research Publications |
| EPG articles are not referenced as "sections" but as EPG XXX.X or "articles" to avoid confusion with MoDOT specs (which are contractually binding). |
