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TítuloMoisture damage resistance of hot mix asphalt made with recycled concrete aggregates and crumb rubber

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Figure

Table 1. Characterization of RCA and natural aggregates.
Figure 2. Waste tire rubber.
Figure 4. Gradation curve of AC 22 bin S.
Figure 5. Water resistance test: a) “dry” subset at room temperature and b) “wet” subset in a water  bath at 40°C
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