Research Article
Application of Conductive Materials to Asphalt Pavement
Table 1
The aggregate gradation.
| Sieve size (mm) | Total passing (%) | Individual retention (%) |
| 19 | 100 | 0 | 12.5 | 92 | 8 | 9.5 | 80 | 12 | 4.75 | 51 | 29 | 2.36 | 30 | 21 | 0.6 | 17 | 13 | 0.3 | 11 | 6 | 0.15 | 7 | 4 | 0.075 | 3 | 4 |
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