Research Article
Effect of Blending Degree between Virgin and Aged Binder on Pavement Performance of Recycled Asphalt Mixture with High RAP Content
Table 15
Results of ANOVA with dual-factor repeated test (α = 0.05).
| | Pavement performance | Factors | F | Fcrit | F vs. Fcrit | Results |
| | Dynamic stability | Mixing temperature | 224.07 | 3.35 | F > Fcrit | Significance | | RAP content | 2221.46 | 3.35 | F > Fcrit | Significance |
| | TSR | Mixing temperature | 234.06 | 3.35 | F > Fcrit | Significance | | RAP content | 2082.01 | 3.35 | F > Fcrit | Significance |
| | Flexural failure strain | Mixing temperature | 13.31 | 3.35 | F > Fcrit | Significance | | RAP content | 178.37 | 3.35 | F > Fcrit | Significance |
| | Fatigue life | Mixing temperature | 25277.95 | 3.35 | F > Fcrit | Significance | | RAP content | 2591114.44 | 3.35 | F > Fcrit | Significance |
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