Research Article
Evaluation of the Properties of Bituminous Concrete Prepared from Brick-Stone Mix Aggregate
Table 6
Marshall Test results on different aggregate.
| Properties | Different ratio of brick-stone mix | 0 : 100 | 20 : 80 | 40 : 60 | 60 : 40 | 80 : 20 |
| OBC (%) | 5 | 5.45 | 6.57 | 7.33 | 8.4 | Unit weight (kN/m3) | 24.03 | 23.85 | 23.60 | 23.35 | 23.0 | Marshall stability (kN) | 14.85 | 13.75 | 13.23 | 12.50 | 10.78 | Flow (mm) | 3.35 | 3.44 | 3.56 | 3.70 | 3.77 | % VA | 3.33 | 3.96 | 4.25 | 4.49 | 4.78 | % VMA | 15.01 | 16.35 | 17.78 | 18.91 | 20.10 | % VFB | 69.5 | 71 | 76 | 78 | 81 | Marshall Quotient (kN/mm) | 4.13 | 3.99 | 3.72 | 3.37 | 2.85 |
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