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Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...

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high temperature performance, but were shown to significantly improve low temperature<br />

susceptibility (26).<br />

Hesp and Woodhams (1991) note that polyolef<strong>in</strong> modifiers impart a wide range of<br />

beneficial characteristics to applied asphalt emulsions, <strong>in</strong>clud<strong>in</strong>g decreases <strong>in</strong> thermal<br />

crack<strong>in</strong>g and high temperature rutt<strong>in</strong>g, greater fatigue resistance, improved skidresistance,<br />

and <strong>in</strong>creased stone retention (30). However, Hesp also observes that the<br />

primary obstacles which <strong>in</strong>hibit the widespread adoption of polyolef<strong>in</strong> compounds <strong>in</strong><br />

PME, are problems related to gross phase separation at elevated storage temperatures.<br />

Indeed, the authors note that without the use of a stabilizer, polyolef<strong>in</strong>-modified asphalt<br />

emulsions commonly have stable life-spans of only one hour or less. The f<strong>in</strong>d<strong>in</strong>gs of<br />

Hesp and Woodhams are <strong>in</strong> general agreement with those of Perez-Lepe, and <strong>in</strong>dicate<br />

that the primary mechanism of <strong>in</strong>stability <strong>in</strong> polyolef<strong>in</strong>-modified asphalt emulsions is the<br />

coalescence of the polymer phase which eventually leads to cream<strong>in</strong>g (28, 30). The<br />

most promis<strong>in</strong>g and cost-effective method for achiev<strong>in</strong>g mixture stability <strong>in</strong> such cases,<br />

is regarded to be the addition of steric stabilizers which are thought to secure emulsion<br />

stability by be<strong>in</strong>g preferentially absorbed at the polyolef<strong>in</strong>-asphalt <strong>in</strong>terface (28, 30).<br />

EVA is a commonly used plastomeric modifier which represents a copolymer of<br />

ethylene and v<strong>in</strong>yl acetate. By co-polymeriz<strong>in</strong>g ethylene and v<strong>in</strong>yl acetate, the latter<br />

serves to reduce the crystall<strong>in</strong>ity of the former, result<strong>in</strong>g <strong>in</strong> <strong>in</strong>creased elasticity and<br />

better compatibility with the base asphalt (3). In EMA and ethylene acrylate modifiers,<br />

the crystall<strong>in</strong>e structure of polyethylene is similarly reduced via the <strong>in</strong>troduction of acrylic<br />

acid (3). Panda and Mazumdar (1999) report decreased penetration and ductility, and<br />

improved temperature susceptibility <strong>in</strong> EVA-modified versus unmodified b<strong>in</strong>ders (31).<br />

Additionally, EVA modified asphalts have been shown to reta<strong>in</strong> their desirable physical<br />

properties even after prolonged periods of storage, and do not appear to be adversely<br />

affected by m<strong>in</strong>or variations <strong>in</strong> mix<strong>in</strong>g methods or temperatures (31).<br />

The use of reclaimed waste plastics such as HDPE and LDPE as modifiers, have been<br />

shown to be somewhat effective <strong>in</strong> improv<strong>in</strong>g fatigue resistance, and <strong>in</strong> reduc<strong>in</strong>g<br />

penetration (24, 32). However, it is noteworthy that some stability problems with these<br />

mixes have also been reported, particularly at higher additive concentrations (24).<br />

24

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