Performance Evaluation of Recycled Asphalt Mixtures Containing Construction and Demolition Waste Applicated as Pavement Base

Figure 3

The RAM of different proportions of bricks to concrete. (a) RBA : RCA = 0 : 10. (b) RBA : RCA = 2 : 8. (c) RBA : RCA = 4 : 6. (d) RBA : RCA = 6 : 4.

(a)

(b)

(c)

(d)