Cold-In-Place Recycling using Asphalt Emulsion for Stabilization of ...
Cold-In-Place Recycling using Asphalt Emulsion for Stabilization of ...
Cold-In-Place Recycling using Asphalt Emulsion for Stabilization of ...
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160 USING ASPHALT EMULSION TO STABILIZE LOW VOLUME ROADS<br />
2000<br />
1950<br />
Dry Density (kg/m 3 )<br />
1900<br />
1850<br />
1800<br />
1750<br />
1700<br />
1650<br />
1600<br />
7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0<br />
Total Liquids Content (%)<br />
Unmodified 6% SS-1c 8% SS-1c<br />
Figure 11 Standard Proctor Moisture Density Relationship <strong>of</strong> <strong>Cold</strong> <strong>In</strong>-place Recycled <strong>Asphalt</strong> Mat<br />
On Subgrade With and Without the Slow Setting Cationic <strong>Asphalt</strong> <strong>Emulsion</strong> SS-1c<br />
Dry Density (kg/m 3 )<br />
2000<br />
1950<br />
1900<br />
1850<br />
1800<br />
1750<br />
1700<br />
1650<br />
1600<br />
7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0<br />
Total Liquids Content (%)<br />
Unmodified 6% HF-150s 8% HF-150s<br />
Figure 12 Standard Proctor Moisture Density <strong>of</strong> <strong>Cold</strong> <strong>In</strong>-<strong>Place</strong> Recycled <strong>Asphalt</strong> Mat on Subgrade<br />
With and Without the High Float <strong>Asphalt</strong> <strong>Emulsion</strong> HF-150s
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