Research Article
Permanent Deformation Assessment of Cold Recycled Asphalt Mixtures
Table 1
Temperature and wildlife count in the three areas covered by the study.
| | RAP_3E2C | RAP_3F2C | RAP_2F1H | GCS_2F1H |
| Stabilizing agent | 3% slow setting polymer modified cationic emulsion | 3% 85/100 penetration grade foamed asphalt (2.6% foaming water) | 2.2% 50/70 penetration grade foamed asphalt (2.6% foaming water) | 2.0% 50/70 penetration grade foamed asphalt (2.6% foaming water) |
| Active filler | 2% portland cement | 2% portland cement | 1% hydrated lime | 1% hydrated lime |
| Aggregate mineral skeleton | 98% RAP | 68% RAP + 30% fine virgin aggregate | 89% RAP + 10% fine virgin aggregate | 99% virgin aggregate |
| Total moisture content | 5.5% | 6.5% | 7.5% | 7.5% |
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