Table 1 Properties of aggregates used in the present study
From: The impact of polyethylene terephthalate waste on different bituminous designs
Aggregate tests | Tests results obtained | Requirement as per Table 500–14 of MORTH (V revision) specification (Indian Roads Congress (IRC) 2016) |
|---|---|---|
Crushing value (%) | 24.8 | - |
Impact value (%) | 22 | Max 24% |
Los Angeles abrasion value (%) | 33 | Max 30% |
Combined Index (%) | 26 | Max 30% |
Water absorption (%) | 0.38 | Max 2% |
Specific gravity of coarse aggregates | 2.71 | 2.5–3.0 |
Specific gravity of fine aggregates | 2.76 | |
Specific gravity of filler | 2.63 |