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    Flat and Elongated Aggregates in Superpave Regime 

    Source: Journal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 002
    Author(s): Paul K. Oduroh; Kamyar C. Mahboub; R. Michael Anderson
    Publisher: American Society of Civil Engineers
    Abstract: Some states have recommended changing the definition of flat and elongated aggregates from 5:1 to 3:1 and an increase in the maximum allowable percentage of flat and elongated (F&E) particles to 20% or higher in the Superpave ...
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    Comparing Superpave Gyratory Compactor Data to Field Cores 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 001
    Author(s): Robert L. Peterson; Kamyar C. Mahboub; R. Michael Anderson; Eyad Masad; Laith Tashman
    Publisher: American Society of Civil Engineers
    Abstract: Achieving proper compaction of asphalt pavement is crucial to its longevity and acceptable performance. Laboratory compaction is an essential part of mix design. In order for the mix design process to be effective, laboratory ...
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    Assessing Binder Blending Level in Asphalt Mixtures Containing Recycled Asphalt Shingles 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 008
    Author(s): Naser P. Sharifi; Zachary McKay; Phillip Blankenship; Kamyar C. Mahboub; R. Michael Anderson
    Publisher: American Society of Civil Engineers
    Abstract: The recycling of asphalt shingles (RAS) in hot mix asphalt (HMA) has been the topic of much research. The asphalt binder of RAS is highly aged, oxidized, and stiffened, and the incorporation of it into HMA may alter the ...
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