Warm Mix Asphalt Final Report
The performance of pavements constructed using warm mix asphalt (WMA) technology were compared to the performance of conventional hot mix asphalt (HMA) pavements placed on the same project. Measurements of friction resistance, rutting/wear, ride and pavement condition (alligator, longitudinal and transverse cracking) did not show that the WMA either improved or worsened performance. WMA is an allowable substitute for conventional HMA on all projects using less than 20 percent recycled asphalt pavement (RAP). WMA is not allowed when the RAP content exceeds 20 percent or when any percentage of recycled asphalt shingles (RAS) is incorporated.
- Record URL:
- Record URL:
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Corporate Authors:
Washington State Department of Transportation
Materials Laboratory, P.O. Box 47365
Olympia, WA United States 98504-7365Washington State Department of Transportation
Research Office, Transportation Building, MS 47372
Olympia, WA United States 98504-7372Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Anderson, Keith
- Russell, Mark
- Uhlmeyer, Jeff
- Weston, Jim
- Roseburg, Jerry
- Moomaw, Tim
- De Vol, Joe
- Publication Date: 2014-11
Language
- English
Media Info
- Media Type: Digital/other
- Edition: Final Report
- Features: Appendices; Figures; Maps; Photos; References; Tables;
- Pagination: 86p
Subject/Index Terms
- TRT Terms: Alternatives analysis; Cracking; Friction; Hot mix asphalt; Pavement performance; Recycled materials; Rutting; Warm mix paving mixtures
- Subject Areas: Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I31: Bituminous Binders and Materials;
Filing Info
- Accession Number: 01556720
- Record Type: Publication
- Report/Paper Numbers: WA-RD 723.2, Experimental Features WA 08-01
- Contract Numbers: 7419
- Files: NTL, TRIS, ATRI, USDOT, STATEDOT
- Created Date: Mar 12 2015 7:53AM