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    Use of GPC Chromatograms to Characterize Aged Asphalt Cements 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 001
    Author(s): Kwang W. Kim; James L. Burati, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Selected physical properties of asphalt cement are significantly changed by artificial aging under thin film oven test conditions. The changes in physical properties are also reflected in the molecular size distribution ...
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    Methodology for Defining LMS Portion in Asphalt Chromatogram 

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 001
    Author(s): Kwang W. Kim; James L. Burati Jr.; Je-Seon Park
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for defining the appropriate relative quantity for the large molecular size (LMS) fraction in asphalt was developed based on the correlation between chromatogram and selected physical properties. The physical ...
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    Relation of HP‐GPC Profile with Mechanical Properties of AC Mixtures 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 004
    Author(s): Kwang W. Kim; James L. Burati, Jr.; Serji N. Amirkhanian
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental analysis of the relationship between the relative quantity of a particular‐size molecule in asphalt cement and the mechanical properties of asphalt concrete. Three AC‐20 grade asphalt ...
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    Laboratory Study of the Effects of Compaction on the Volumetric and Rutting Properties of CRM Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
    Author(s): Soon-Jae Lee; Serji N. Amirkhanian; Bradley J. Putman; Kwang W. Kim
    Publisher: American Society of Civil Engineers
    Abstract: The compaction conditions (e.g., compaction temperature and compaction level) of crumb rubber modified (CRM) asphalt mixtures should be determined carefully because the viscosity and amount of the CRM binder affects the ...
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    Estimation of RAP’s Binder Viscosity Using GPC without Binder Recovery 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 004
    Author(s): Kwang W. Kim; Kyongae Kim; Young S. Doh; Serji N. Amirkhanian
    Publisher: American Society of Civil Engineers
    Abstract: The binder viscosity in a reclaimed asphalt pavement (RAP) is usually measured from the recovered binder. To recover the aged binder from RAP, there must be a series of laboratory process which takes at least a day or two. ...
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