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

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• Block Crack<strong>in</strong>g;<br />

• Rutt<strong>in</strong>g (caused by high pavement temperatures <strong>in</strong> comb<strong>in</strong>ation with tight,<br />

relatively stationary wheel turns); and<br />

• Oxidation.<br />

Crack<strong>in</strong>g and oxidation are also found on hik<strong>in</strong>g trails and bike paths, with the former<br />

represent<strong>in</strong>g the most common and problematic form of distress.<br />

FLH reports that slurry seals <strong>in</strong> particular, are the favored preventive ma<strong>in</strong>tenance<br />

treatment applied to park<strong>in</strong>g lot pavements, ow<strong>in</strong>g to their ability to waterproof the<br />

underly<strong>in</strong>g base pavement while reduc<strong>in</strong>g closed-to-traffic times, reduc<strong>in</strong>g energy<br />

consumption, and m<strong>in</strong>imiz<strong>in</strong>g environmental impacts.<br />

As the research presented elsewhere <strong>in</strong> this report clearly illustrates, the use of PME <strong>in</strong><br />

th<strong>in</strong> surface treatments does appear to enhance stone retention, improve low<br />

temperature susceptibility, and reduce the effects of high temperature deformation (i.e.,<br />

rutt<strong>in</strong>g). Moreover, PME-based slurry has been anecdotally found to cure at a<br />

somewhat faster rate than its non-modified counterparts (thereby reduc<strong>in</strong>g closed-totraffic<br />

times). Thus, it is reasonable to conclude that the use of PME could be expected<br />

to provide similar benefits <strong>in</strong> non-roadway applications, although it is not possible at this<br />

time to assess the result<strong>in</strong>g cost-benefit implications.<br />

2.8 Climate, Environmental and Tim<strong>in</strong>g Considerations<br />

Serfass et al (1992) have exam<strong>in</strong>ed the impact of climate on stone retention <strong>in</strong> surface<br />

dress<strong>in</strong>gs us<strong>in</strong>g SBS-modified hot mixes and emulsified asphalt (18). In modified hot<br />

mixes, the researchers note that an adequate period of warm weather is required to<br />

facilitate the evaporation of aromatics to allow aggregate to “firm” <strong>in</strong>to its f<strong>in</strong>al position.<br />

The researchers recommend an application period extend<strong>in</strong>g from late May to late<br />

August <strong>in</strong> northern or mounta<strong>in</strong>ous climates, and mid-May to mid-September <strong>in</strong><br />

southern regions for modified hot mix asphalt b<strong>in</strong>ders (18). Conversely, SBS-modified<br />

emulsions were found to exhibit good stone retention characteristics even at relatively<br />

cool temperatures and high humidity as determ<strong>in</strong>ed through Vialit cohesive test<strong>in</strong>g.<br />

69

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