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    Characteristics of Asphalt Binders Foamed in the Laboratory to Produce Warm Mix Asphalt

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 011
    Author:
    Zelalem A. Arega
    ,
    Amit Bhasin
    ,
    Wei Li
    ,
    David E. Newcomb
    ,
    Edith Arambula
    DOI: 10.1061/(ASCE)MT.1943-5533.0000981
    Publisher: American Society of Civil Engineers
    Abstract: Foamed asphalt binders are increasingly being used to produce warm mix asphalt. This paper presents the findings from a study conducted to (1) identify a repeatable and accurate method to characterize the quality of asphalt binder foams, and (2) use this method to evaluate the influence of water content, binder type, and foaming device on the quality of foamed binders. Laser and ultrasonic distance-measuring tools were used in combination with digital imaging of the foamed surface to quantify and better understand the expansion and decay of foamed asphalt binders over time. Measurements obtained from these methods were used to evaluate the extent and stability of foams produced using three different asphalt binders at three water contents and two laboratory foaming devices. Rheological properties and moisture content of selected binder residues were also measured. Results indicate that both the laser- and ultrasonic-based methods were promising in terms of their ability to provide a repeatable and detailed history of the change in volume of the foamed asphalt binder as the foam collapses. It was also shown that water content and binder type have a significant influence on the maximum expansion ratio and rate of collapse of foams. Higher water contents were associated with higher expansion ratios but also faster rates of collapse. The two foaming devices used in this study produced foams with similar properties. Rheological tests conducted on foamed binder residues revealed that the foaming process slightly increased the high temperature continuous performance grade (PG) of the binder.
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      Characteristics of Asphalt Binders Foamed in the Laboratory to Produce Warm Mix Asphalt

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    contributor authorZelalem A. Arega
    contributor authorAmit Bhasin
    contributor authorWei Li
    contributor authorDavid E. Newcomb
    contributor authorEdith Arambula
    date accessioned2017-05-08T21:57:28Z
    date available2017-05-08T21:57:28Z
    date copyrightNovember 2014
    date issued2014
    identifier other%28asce%29nh%2E1527-6996%2E0000028.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67382
    description abstractFoamed asphalt binders are increasingly being used to produce warm mix asphalt. This paper presents the findings from a study conducted to (1) identify a repeatable and accurate method to characterize the quality of asphalt binder foams, and (2) use this method to evaluate the influence of water content, binder type, and foaming device on the quality of foamed binders. Laser and ultrasonic distance-measuring tools were used in combination with digital imaging of the foamed surface to quantify and better understand the expansion and decay of foamed asphalt binders over time. Measurements obtained from these methods were used to evaluate the extent and stability of foams produced using three different asphalt binders at three water contents and two laboratory foaming devices. Rheological properties and moisture content of selected binder residues were also measured. Results indicate that both the laser- and ultrasonic-based methods were promising in terms of their ability to provide a repeatable and detailed history of the change in volume of the foamed asphalt binder as the foam collapses. It was also shown that water content and binder type have a significant influence on the maximum expansion ratio and rate of collapse of foams. Higher water contents were associated with higher expansion ratios but also faster rates of collapse. The two foaming devices used in this study produced foams with similar properties. Rheological tests conducted on foamed binder residues revealed that the foaming process slightly increased the high temperature continuous performance grade (PG) of the binder.
    publisherAmerican Society of Civil Engineers
    titleCharacteristics of Asphalt Binders Foamed in the Laboratory to Produce Warm Mix Asphalt
    typeJournal Paper
    journal volume26
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000981
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 011
    contenttypeFulltext
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