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

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Holleran (n.d.) recommends us<strong>in</strong>g SBR or EVA <strong>in</strong> microsurfac<strong>in</strong>gs at a concentration of<br />

1% to 5% depend<strong>in</strong>g upon the application; not<strong>in</strong>g that 3% to 5% polymer concentrations<br />

will offer the most significant improvements (70). Figure 23 presents wet track abrasion<br />

losses for 3% SBR, SBS, Neoprene, and NRL modified surfac<strong>in</strong>g treatments <strong>in</strong><br />

comparison to an unmodified asphalt emulsion. A mixture modified with 3% SBR can<br />

reduce abrasion losses by up to 67% over unmodified asphalt after a 6 day soak<strong>in</strong>g<br />

period. Similarly, Neoprene and SBS modifiers improve abrasion losses by 40% to<br />

50%. These results <strong>in</strong>dicate that PME offers significantly <strong>in</strong>creased adhesion<br />

(translat<strong>in</strong>g <strong>in</strong>to better stone retention) and water resistance than unmodified asphalt<br />

emulsions <strong>in</strong> slurry seal applications.<br />

With respect to flush<strong>in</strong>g, Holleran has shown that loaded wheel test results produce<br />

significant improvements <strong>in</strong> vertical displacement for 3% PME over neat asphalt -<br />

particularly for SBR and EVA modified mixtures (Figure 24) (70).<br />

1 Hour Soak 6 Day Soak<br />

45<br />

40<br />

35<br />

Abrasion Loss<br />

30<br />

25<br />

20<br />

15<br />

10<br />

5<br />

0<br />

<strong>Asphalt</strong> SBR SBS Neoprene NRL<br />

Figure 23: Wet Track Abrasion Losses (70)<br />

62

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