Research Article
Study on Plastic Coated Overburnt Brick Aggregate as an Alternative Material for Bituminous Road Construction
Table 5
Gradation of aggregate for bituminous concrete.
| Sieve in mm | % passing by weight of specimen | Cumulative % passing | Cumulative % retained | % of aggregate and mineral filler |
| 19 | 100 | 100 | 00 | Coarse aggregate 38% | 13.2 | 90–100 | 89.5 | 10.50 | 9.5 | 70–88 | 79.0 | 21.0 | 4.75 | 53–71 | 62.0 | 38.0 |
| 2.36 | 42–58 | 50.0 | 50.0 | Fine aggregate 55% | 1.18 | 34–48 | 41.0 | 59.0 | 0.60 | 26–38 | 32.0 | 68.0 | 0.30 | 18–28 | 23.0 | 77.0 | 0.15 | 12–20 | 16.0 | 84.0 | 0.075 | 4–10 | 7.00 | 93.0 |
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Mineral filler 7%.
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