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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 />

52

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