Effect of Rubberized Bitumen Blending Methods on Permanent Deformation of SMA Rubberized Asphalt Mixtures

Figure 6

(a) End point at first stage for control and rubberized asphalt mixtures at different temperatures tested at 200 kPa. (b) End point at first stage for control and rubberized asphalt mixtures at different temperatures tested at 400 kPa.

(a)

(b)