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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Table 13 illustrates a draft Strawman “report only” test<strong>in</strong>g protocol for recovery and<br />
eventual specification of PME residues. It <strong>in</strong>cludes rheological test<strong>in</strong>g us<strong>in</strong>g a DSR for<br />
a m<strong>in</strong>imum G*/s<strong>in</strong> δ and a maximum phase angle to determ<strong>in</strong>e polymer properties. The<br />
DSR is further used <strong>in</strong> the MSCR mode to determ<strong>in</strong>e recoverable stra<strong>in</strong> and j nr . High<br />
temperature test<strong>in</strong>g will be done at the T h grade for the base asphalt if known, and two<br />
additional temperatures <strong>in</strong> 6º C <strong>in</strong>crements above that. It is suggested that new DSR<br />
test methods be developed to predict low temperature physical properties so that the<br />
BBR would not be needed for specification of asphalt emulsion residues. One logical<br />
approach to this problem is to use cone and plate geometry <strong>in</strong> the DSR to evaluate G*<br />
and phase angle at temperatures rang<strong>in</strong>g from 0-20º C, and then use the CAM model to<br />
predict low temperature properties.<br />
If DSR extrapolation methods cannot achieve sufficient accuracy, then new sample<br />
preparation procedures would be needed to make BBR a viable tool for classify<strong>in</strong>g<br />
asphalt emulsion residues. High-float gel characteristics will be captured through some<br />
yet-to-be-determ<strong>in</strong>ed method of def<strong>in</strong><strong>in</strong>g non-l<strong>in</strong>ear pseudo-plastic behavior. DSR plots<br />
of ln(G*) versus shear rate or determ<strong>in</strong>ation of a yield stress should be able to replace<br />
the antiquated float test with more quantitative measures of gel strength. For long-term<br />
residue ag<strong>in</strong>g, the PAV is believed to be the best alternative.<br />
Although questions rema<strong>in</strong> as to a specific ag<strong>in</strong>g protocol, rheological tests on PAV<br />
residue should characterize low-temperature behavior after ag<strong>in</strong>g (brittleness, ravel<strong>in</strong>g<br />
potential) and answer the question of what happens to the modified b<strong>in</strong>der as it ages.<br />
Other research teams at WRI and ARC have been approached regard<strong>in</strong>g the possibility<br />
of alter<strong>in</strong>g their 2 nd year work plans to develop methods for the DSR low-temperature<br />
specifications, the gel characterization, and PAV ag<strong>in</strong>g of asphalt emulsion residues.<br />
Discussions with project pr<strong>in</strong>cipal <strong>in</strong>vestigators and FHWA project managers are ongo<strong>in</strong>g.<br />
The expectation would be that the ongo<strong>in</strong>g FLH report-only field study would be<br />
used to evaluate proposed methods and specifications that might come from that<br />
research.<br />
It is expected that samples will be collected and tested from three FLH field projects<br />
dur<strong>in</strong>g the summer of 2008 as a test run of the report-only concept.<br />
110