Asphalt rheology and strengthening through polymer binders : final report.
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2016-11-01
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Abstract:This term paper investigates the influences of polymer modifications to asphalt rheology as compared to ; conventional asphalt pavement sections. The addition of 2% to 3% of polymers into the wearing and base courses ; of asphalt (flexible) pavements have been known to enhance the engineering characteristics of traditional asphalt as ; a binder which offers longer life expectancy and increased capacity, increased resistance to fatigue cracking, ; increased resistance to rutting (permanent deformation), improved thermal-stiffness performance at high and low ; extreme temperatures, increased resistance to tension cracking, increased resistance to stripping, and reduce binder ; drain down. Polymers are classified in this paper into their major respective categories with the most common types ; presented and described in detail. Challenges related to the usage, rheology, and practical implementation of ; polymer modified asphalt are discussed. Standardized and non-standardized tests and experiments related to the ; physical and rheological characterization of asphalts and polymer-modified are also presented. Recent research has ; focused on the sustainability concepts for the application of polymer modified asphalt for high-recycled asphalt ; mixtures to achieve similar or better engineering characteristics as compared to conventional asphalt pavement ; mixtures. The sustainable benefits of using high-reclaimed asphalt pavement with the addition of polymer and ; rejuvenator modifications include reduced landfill / stockpile dependence, reduced greenhouse gas emissions from ; less required virgin binder from oil barrels, and possible economic benefits depending on the true-costs of the ; project. To achieve comparable or better rheological properties for high-recycled asphalt pavement high-polymer ; modified asphalt can be used with between 7% and 8% polymer additions. Furthermore, high-polymer modified ; asphalt is shown to be applicable to applications such as highly traveled highways, when thinner layers of pavement ; is required and long-life expectancy is critical when combined with increasing traffic intensities and loads.
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