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

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Jones concludes that among the modifiers tested, SBR offers the best laboratory and<br />

long-term field performance <strong>in</strong> microsurfac<strong>in</strong>g applications (40). While the Schulze-<br />

Breuer-Ruck test appears to be a promis<strong>in</strong>g method of assess<strong>in</strong>g the performance of<br />

polymer modifiers, it is noted that result<strong>in</strong>g measures of adhesion and absorption<br />

provide little or no correlation or dist<strong>in</strong>ction between modified and unmodified mixes<br />

(Table 7). Jones also notes that latex modifiers were generally found to outperform<br />

solid polymers <strong>in</strong> microsurfac<strong>in</strong>gs. This likely relates both to the necessitated<br />

differences <strong>in</strong> mix<strong>in</strong>g methodology (i.e., pre-blend<strong>in</strong>g for solids), and the manner and<br />

relative efficiency with which latex may be dispersed relative to bitum<strong>in</strong>ous fractions (4,<br />

7, 12, 47, 54). In addition, it has been shown that pre-blend<strong>in</strong>g of solid polymers may<br />

necessitate the addition of higher polymer concentrations than <strong>in</strong> soap batch<strong>in</strong>g or comill<strong>in</strong>g<br />

<strong>in</strong> order to achieve the formation of a cont<strong>in</strong>uous polymer network.<br />

2.5.4 Cape Seals<br />

Cape seals represent a comb<strong>in</strong>ation of a large-aggregate chip seal topped by a slurry<br />

seal coat (or microsurfac<strong>in</strong>g) which is applied approximately 4 to 10 days later. Cape<br />

seals provide a dense, water-resistant surface which exhibits superior ride quality and<br />

skid resistance.<br />

Solaimanian and Kennedy (1998) evaluated the field performance and design<br />

characteristics of 20 cape seal projects <strong>in</strong> the State of Texas over a period of one year<br />

(72). Dur<strong>in</strong>g this study, bleed<strong>in</strong>g, shov<strong>in</strong>g, and flush<strong>in</strong>g were identified as the most<br />

significant forms of distress <strong>in</strong> cape seals. Insufficient b<strong>in</strong>der stiffness and failure at the<br />

<strong>in</strong>terface between the chip seal and underly<strong>in</strong>g pavement surface were generally found<br />

to the primary causes of permanent deformation. Moreover, the <strong>in</strong>filtration and<br />

entrapment of water were <strong>in</strong>dicated to be substantially <strong>in</strong>volved <strong>in</strong> early cape seal<br />

failure.<br />

It has been demonstrated that resistance to deformation can be <strong>in</strong>creased significantly<br />

through the addition of polymer modifiers to surface-applied asphalt emulsion<br />

treatments (12, 14, 47, 48, 54). This <strong>in</strong>dicates that the use of polymers <strong>in</strong> the surface<br />

seal or microsurfac<strong>in</strong>g overlays of cape seals can <strong>in</strong>crease pavement life and high<br />

temperature performance. PME slurry seal overlays are also useful to <strong>in</strong>crease chip<br />

65

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