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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<strong>Modified</strong> Emulsion (PME) slurry, and conventional slurry emulsions. Aggregate<br />
and mix design guidel<strong>in</strong>es should be adjusted accord<strong>in</strong>gly for these three dist<strong>in</strong>ct<br />
uses. Prelim<strong>in</strong>ary <strong>in</strong>formation on aggregate quality guidel<strong>in</strong>es was provided by<br />
Fugro on the CALTRANS study for slurry seals and microsurfac<strong>in</strong>g. These data<br />
are compared to both the ISSA guidel<strong>in</strong>es and exist<strong>in</strong>g FLH specifications <strong>in</strong><br />
Tables 16 and 17.<br />
Table 16: Comparison of Slurry Seal Aggregate Quality Specifications<br />
Test Method FLH ISSA<br />
General<br />
Los Angeles<br />
abrasion,<br />
AASHTO T 96<br />
Sand<br />
equivalent<br />
value,<br />
AASHTO T<br />
176, alternate<br />
method no. 2,<br />
reference<br />
method<br />
Smooth<br />
textured sand<br />
with < 1.25%<br />
water<br />
absorption<br />
content by<br />
weight of total<br />
comb<strong>in</strong>ed<br />
aggregate<br />
Soundness,<br />
AASHTO T104<br />
Polish<strong>in</strong>g<br />
Furnish natural or<br />
manufactured sand,<br />
slag, crushed f<strong>in</strong>es,<br />
or other m<strong>in</strong>eral<br />
aggregate<br />
conform<strong>in</strong>g to<br />
AASHTO M 29 and<br />
the follow<strong>in</strong>g:<br />
The m<strong>in</strong>eral aggregate used shall be<br />
the type and grade specified for the<br />
particular use of the slurry seal. The<br />
aggregate shall be manufactured<br />
crushed stone such as granite, slag,<br />
limestone, chat, or other high-quality<br />
aggregate, or comb<strong>in</strong>ation thereof.<br />
To assure the material is totally<br />
crushed, 100 percent of the parent<br />
aggregate will be larger than the<br />
largest stone <strong>in</strong> the gradation to be<br />
used.<br />
35% max. 35 % max.<br />
Abrasion test run on aggregate<br />
before it is crushed<br />
FUGRO / CALTRANS<br />
Study<br />
30% max. high traffic<br />
35% max. low traffic<br />
45 m<strong>in</strong>. 45 m<strong>in</strong>. 45 m<strong>in</strong>. low traffic<br />
65 m<strong>in</strong>. high traffic<br />
50% max.<br />
15% max us<strong>in</strong>g Na 2SO 4<br />
25% max us<strong>in</strong>g MgSO 4<br />
Meet approved polish<strong>in</strong>g values<br />
Gradation See below See below See below<br />
20% max us<strong>in</strong>g MgSO 4<br />
95