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

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100<br />

90<br />

100<br />

91<br />

Aggregate Retention (%)<br />

80<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

49<br />

40<br />

Unmodified<br />

SBR<br />

10<br />

0<br />

1<br />

0<br />

5 C. -10 C. -25 C.<br />

Temperature<br />

Figure 21: Vialit Chip Retention at low Temperatures Chip Seals (4)<br />

Wegman (1991) notes that the improved early chip retention offered by polymer<br />

additives when used <strong>in</strong> chip seals, allows for greater variation <strong>in</strong> aggregate and<br />

emulsion application rates, and permits earlier sweep<strong>in</strong>g of the applied surface which<br />

serves to mitigate w<strong>in</strong>dshield damage (67).<br />

A survey of chip seal best practices by Gransberg and James (2005) <strong>in</strong>dicates that early<br />

broom<strong>in</strong>g of chip seals immediately after roll<strong>in</strong>g to remove loose stone, is ill-advised<br />

s<strong>in</strong>ce cur<strong>in</strong>g at this stage is generally <strong>in</strong>sufficient to permit proper b<strong>in</strong>der to aggregate<br />

bond<strong>in</strong>g (68). More specifically, although polymer modifiers can significantly enhance<br />

stone retention, research has shown that adequate cure times are needed to realize this<br />

benefit (14, 66) (see Figures 6 and 20). Gransberg observes that chip seals can be<br />

successfully applied to high volume roads, provid<strong>in</strong>g allowances are made for adequate<br />

cur<strong>in</strong>g time, and that the underly<strong>in</strong>g pavement condition of the roadways selected for<br />

treatment are fundamentally sound (68). Moreover, detailed assessment of chip seal<br />

performance nationwide <strong>in</strong>dicates that the best perform<strong>in</strong>g chip seals are those where<br />

59

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