Table 6 Mix design results.
From: Life cycle assessment of asphalt pavement containing MSWI bottom ash
Mixture type | Mixture code | BAA content/% | Quantity of natural aggregate in the following particle size ranges (mm)/% | Asphalt-stone ratio/% | Mineral powder/% | |||
|---|---|---|---|---|---|---|---|---|
0–5 | 5–10 | 10–20 | – | |||||
AC-20 | A0 | 0 | 34 | 31 | 33 | – | 4.1 | 2 |
A1 | 20 | 17 | 28 | 34 | – | 5.6 | 1 | |
Mixture type | Mixture code | BAA content/% | Quantity of natural aggregate in the following particle size ranges (mm)/% | Asphalt-stone ratio/% | Mineral powder/% | |||
0–4.75 | 4.75–9.5 | 9.5–13.2 | 13.2–19 | |||||
AC-16 | A0’ | 0 | 35 | 6 | 13 | 37 | 4.2 | 9 |
A1’ | 20 | 17 | 8 | 10 | 37 | 6.1 | 8 | |
Mixture type | Mixture code | BAA Content/% | Quantity of natural aggregate in the following particle size ranges (mm)/% | Asphalt-stone ratio/% | Mineral powder/%% | |||
0–3 | 3–5 | 5–10 | 10–15 | |||||
SMA-13 | S0 | 0 | 14 | 0 | 30 | 45 | 6.5 | 11 |
S1 | 10 | 1 | 5 | 29 | 45 | 7.5 | 10 | |
