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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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