Research Article
Rut Performance of In Situ Warm Mix Asphalt Overlays with Evotherm 3G in North Dakota
Table 3
Sample means and sample standard deviations of samples according to combinations of age, moisture, and temperature.
| Asphalt Sample | Number of samples | Mean | Standard Deviation |
| Aged dry WMA | 8 | 7.04 | 2.08 |
| Aged wet WMA | 8 | 6.33 | 0.58 |
| Aged dry HMA | 8 | 4.45 | 0.98 |
| Aged wet HMA | 8 | 5.13 | 0.65 |
| Unaged dry WMA | 6 | 8.90 | 0.43 |
| Unaged wet WMA | 6 | 8.57 | 0.74 |
| Unaged dry HMA | 6 | 7.92 | 0.68 |
| Unaged wet HMA | 6 | 6.62 | 1.03 |
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