Evaluation of Evotherm® for use in Warm Mix Asphalt

By G. Hurley, B. Prowell. 2006

278 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/190a97f1e5444658003c4783554dee366955aa75

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Citations in the corpus

Rutting performance prediction of warm mix asphalt containing reclaimed asphalt pavements (2014, background): “…temperatures would decrease the energy required for producing asphalt mixes, reduce emissions and odours from plants and make better working conditions at the plant and paving site (Gandhi & Amirkhanian, 2007; Hurley & Prowell, 2005a, 2005b, 2006; Kristjansdottir, Muench, Michael, & Burke, 2007).”
A Review of Warm Mix Asphalt (2008, methodology): “About nine field test sections with Revix™ WMA have been successfully constructed in the USA until the end of 2007.”
Field Performance of Warm-Mix Asphalt at National Center for Asphalt Technology Test Track (2007, result): “This possibility correlates to the findings from the laboratory evaluation of Evotherm; the relationship between air voids and rut depth was weak, at best (8).”
Optimization of warm mix asphalts using different blends of binders and synthetic paraffin wax contents (2010, methodology): “One commercial product “Evotherm” uses an emulsion which is produced using a chemical package designed to enhance coating, adhesion, and workability, in which the majority of the water flashes off as steam when the emulsion is mixed with the aggregates [9].”
High temperature properties of rubberized binders containing warm asphalt additives (2009, background): “Reduced mix production and paving temperatures would decrease the energy required to make HMA, reduce emissions and odors from plants, and improve the working conditions at the plant and paving site [9].”
An overview of the emerging warm mix asphalt technology (2014, background): “Moroever, the site could be opened earlier to traffic (Hurley and Prowell 2006b).”
A Synthesis of Warm-Mix Asphalt (2007, methodology): “Because the technologies improve the workability of the mix, they should reduce (or, at least, certainly not increase) compaction energy requirements and, thus, enhance in-place density (Hurley and Prowell, 2006).”