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>Polymer</strong> modified asphalt emulsions used for microsurfac<strong>in</strong>g are further specified to<br />
meet the requirements of AASHTO M 208 as well as the follow<strong>in</strong>g:<br />
• Residue by distillation: 62% m<strong>in</strong>imum;<br />
• Soften<strong>in</strong>g po<strong>in</strong>t: 57º C. m<strong>in</strong>imum;<br />
• Penetration at 25º C.: 40-90.<br />
Current Federal Lands Highway (FLH) specifications direct that polymer additives are to<br />
be blended either <strong>in</strong>to the asphalt directly or the emulsifier prior to emulsification.<br />
Table 5: Summary of M 208/140 Specifications<br />
Emulsion<br />
Type<br />
Viscosity,<br />
Saybolt<br />
at 22º C †<br />
Viscosity,<br />
Saybolt<br />
at 50º C †<br />
Demuls †<br />
M<strong>in</strong>. Residue<br />
by<br />
Distillation †<br />
Penetration<br />
at 25º C ‡<br />
Ductility<br />
at 25º C ‡<br />
(cm)<br />
Anionic <strong>Emulsions</strong> and Residues (M 140-86)<br />
RS-1 20 - 100 -- 60 55% 100 - 200 40<br />
RS-2 -- 75 - 400 60 63% 100 - 200 40<br />
MS-1 20 - 100 -- -- 55% 100 - 200 40<br />
MS-2 100 -- -- 65% 100 - 200 40<br />
MS-2h 100 -- -- 65% 40 - 90 40<br />
HFMS-1 20 - 100 -- -- 55% 100 - 200 40<br />
HFMS-2 100 -- -- 65% 100 - 200 40<br />
HFMS-2h 100 -- -- 65% 40 - 90 40<br />
HFMS-2s 50 -- -- 65% 200 40<br />
SS-1 20 - 100 -- -- 57% 100 - 200 40<br />
SS-1h 20 - 100 -- -- 57% 40 - 90 40<br />
Cationic <strong>Emulsions</strong> and Residues (M 208-86)<br />
CRS-1 -- 20 -100 40 60% 100 -250 40<br />
CRS-2 -- 100 - 400 40 65% 100 - 250 40<br />
CMS-2 -- 50 - 450 -- 65% 100 - 250 40<br />
CMS-2h -- 50 - 450 -- 65% 40 - 90 40<br />
CSS-1 20 - 100 -- -- 57% 100 - 250 40<br />
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