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Evaluation of Warm Mix Asphalt
This report provides details of the construction of a warm mix asphalt (WMA) test section on Interstate 90 in Washington State. The test section consists of 7,813 tons of hot mix asphalt (HMA) and 4,724 tons of WMA produced using Sasobit®. Placement of the WMA used the same equipment and procedures as the HMA and attained the same level of density. Temperature reductions of 30-50°F were achieved using Sasobit®. A final report detailing the performance of the HMA will be prepared five years after completion of the construction.
Evaluation of Warm Mix Asphalt
This report provides details of the construction of a warm mix asphalt (WMA) test section on Interstate 90 in Washington State. The test section consists of 7,813 tons of hot mix asphalt (HMA) and 4,724 tons of WMA produced using Sasobit®. Placement of the WMA used the same equipment and procedures as the HMA and attained the same level of density. Temperature reductions of 30-50°F were achieved using Sasobit®. A final report detailing the performance of the HMA will be prepared five years after completion of the construction.
Evaluation of Warm Mix Asphalt
M. Russell (Autor:in) / J. Uhlmeyer (Autor:in) / J. Weston (Autor:in) / J. Roseburg (Autor:in) / T. Moomaw (Autor:in)
2009
67 pages
Report
Keine Angabe
Englisch
Highway Engineering , Construction Equipment, Materials, & Supplies , Asphalt concretes , Pavements , Highway construction , Washington (State) , Performance evaluation , Mixtures , Asphalts , Pavement design , Density levels , Temperature reduction , Friction resistance , Rutting , Pavement condition , Warm Mix Asphalt (WMA) , Sasobit (Trade Name) , Test section
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