Research Article
Quality Assessment of Milling Pavement Surface Using 3D Line Laser Technology
Table 2
Location, area, and nonacceptability of blocks.
| Sample ID | Starting coordinates (mm) | Terminal coordinates (mm) | Cumulative width (mm) | Substandard area (mm2) | Substandard percentage (%) |
| 1 | 501 | 587 | 86 | 4300 | 14.3% | 3 | 235 | 322 | 128 | 6400 | 21.3% | 541 | 582 | 7 | 19 | 283 | 264 | 13,200 | 44.0% | 8 | 16 | 287 | 271 | 13,550 | 45.2% | 9 | 22 | 291 | 269 | 13,450 | 44.8% | 10 | 12 | 407 | 505 | 25,250 | 84.2% | 479 | 589 | 13 | 435 | 586 | 151 | 7550 | 25.2% | 14 | 426 | 597 | 171 | 8550 | 28.5% | 18 | 29 | 279 | 250 | 12,500 | 41.7% | 20 | 386 | 542 | 156 | 7800 | 26.0% |
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