Research Article
Evaluation of Compaction Uniformity of Asphalt Pavement Based on Construction Depth Variation
Table 1
Depth of departure coefficient of variation for digital image construction of AC-20 asphalt mixture pavement.
| Number | | | | | |
| 1 | 4.68 | 5.04 | 5.18 | 5.39 | 5.60 | 2 | 3.17 | 4.44 | 5.66 | 5.65 | 6.48 | 3 | 4.38 | 5.92 | 5.65 | 5.76 | 6.02 | 4 | 4.29 | 4.81 | 4.69 | 5.35 | 5.43 | 5 | 7.86 | 7.38 | 7.12 | 7.09 | 7.29 | 6 | 3.15 | 3.87 | 3.55 | 4.24 | 4.88 | 7 | 2.15 | 2.77 | 2.41 | 2.59 | 2.80 | 8 | 3.58 | 3.29 | 4.49 | 4.60 | 5.47 | 9 | 5.49 | 6.02 | 6.04 | 6.46 | 6.98 | 10 | 5.35 | 5.78 | 5.09 | 5.51 | 5.51 | 11 | 2.12 | 2.76 | 3.57 | 3.37 | 3.84 | ...... | ...... | ...... | ...... | ...... | ...... | 93 | 3.16 | 3.29 | 3.36 | 2.97 | 3.80 | 94 | 6.46 | 6.71 | 6.65 | 6.69 | 7.02 | 95 | 10.52 | 9.95 | 9.98 | 10.32 | 10.46 | 96 | 5.88 | 6.35 | 6.31 | 6.42 | 6.42 | 97 | 3.46 | 3.77 | 3.37 | 3.81 | 4.10 | 98 | 5.33 | 5.42 | 5.33 | 5.21 | 5.18 | 99 | 6.31 | 5.80 | 5.80 | 5.92 | 6.20 | 100 | 7.35 | 7.16 | 7.12 | 6.79 | 7.30 |
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