Research Article
Permanent Deformation Assessment of Cold Recycled Asphalt Mixtures
Table 2
Flow Number test conditions and test results.
| Method | Curing Time (days) | Testing Temp. (°C) | Deviator Stress (kPa) | Flow Number | HMA | RAP_3E2C | RAP_3F2C | RAP_2F1H | GCS_2F1H |
| ABNT NBR 16505 [32] (method A) | 0 | 60 | 204 | 315 | 283 | 4667 | 4290 | No FN | 28 | | 526 | No FN | No FN | No FN |
| Kim and Lee [24] (method B) | 0 | 40 | 140 | | 861 | No FN | No FN | No FN | 28 | | No FN | No FN | No FN | No FN |
| 3D-Move (method C) | 0 | 50 | 400/440/550 | | 77 | 322 | 403 | 403 | 28 | | 234 | 3689 | 325 | No FN |
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The sample did not reach the flow number. |