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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

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