Difference between revisions of "Category:500 RIGID PAVEMENT"
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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 [[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 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 [[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. | ||
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| + | <categorytree mode=all>501 Concrete</categorytree> | ||
| + | <categorytree mode=all>502 Portland Cement Concrete Base and Pavement</categorytree> | ||
| + | <categorytree mode=all>503 Bridge Approach Slabs</categorytree> | ||
| + | <categorytree mode=all>504 Concrete Approach Pavement</categorytree> | ||
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|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library] | |'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library] | ||
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<categorytree mode=all>505 Bridge Deck Concrete Wearing Surface</categorytree> | <categorytree mode=all>505 Bridge Deck Concrete Wearing Surface</categorytree> | ||
<categorytree mode=all>506 Concrete Overlays for Pavement</categorytree> | <categorytree mode=all>506 Concrete Overlays for Pavement</categorytree> | ||
Revision as of 10:49, 3 April 2009
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.
| Pavement Rehabilitation, Guide |
| Summary 2003 |
| Report 2002 |
| See also: Innovation Library |
