Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...
Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...
Using Polymer Modified Asphalt Emulsions in Surface Treatments A ...
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2.9.4 Fillers<br />
Airey et al (2002) present the f<strong>in</strong>d<strong>in</strong>gs of a laboratory <strong>in</strong>vestigation <strong>in</strong>to the effects of<br />
mix<strong>in</strong>g SBS modifier with CRM to produce impact absorb<strong>in</strong>g asphalt (IAA) surfaces (17).<br />
The results of this study show that the polymeric viscoelastic characteristics of the SBS<br />
are lost due to precipitation and phase-separation caused by the absorption of light<br />
aromatics conta<strong>in</strong>ed with<strong>in</strong> the maltene fractions by the CRM particles. In properly<br />
mixed SBS PMA which does not conta<strong>in</strong> CRM, the SBS latex particles absorb these<br />
light maltene fractions, which results <strong>in</strong> the swell<strong>in</strong>g of the polymer phase, thereby<br />
produc<strong>in</strong>g a cont<strong>in</strong>uous elastic network.<br />
The availability of literature cover<strong>in</strong>g <strong>in</strong>teractions between polymer modifiers and other<br />
types of fillers was scant.<br />
2.10 <strong>Surface</strong> <strong>Treatments</strong>, Distress, and Cost-Effectiveness<br />
The selection of appropriate surface treatments and the decision on whether or not to<br />
utilize polymer modifiers are dependent upon a number of factors, <strong>in</strong>clud<strong>in</strong>g:<br />
• The effectiveness of a given treatment <strong>in</strong> rectify<strong>in</strong>g a particular form of pavement<br />
distress;<br />
• The cost-effectiveness of a particular treatment relative to the benefits and cost<br />
of other alternatives;<br />
• The environmental conditions under which the treatment is to be applied;<br />
• The functional classification and/or traffic load<strong>in</strong>g conditions of the roadway to be<br />
treated;<br />
• The current condition of the underly<strong>in</strong>g roadway, the type of pavement <strong>in</strong>volved,<br />
and its construction and ma<strong>in</strong>tenance history; and,<br />
• The availability of appropriate materials and well-tra<strong>in</strong>ed ma<strong>in</strong>tenance forces to<br />
<strong>in</strong>sure proper placement.<br />
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