Laboratory Performance Evaluation of Hot Mix Asphalt Mixture Using Belessa Kaolin as a Filler with Superpave Aggregate Gradation

Table 10

TSR results in the different proportions of Belessa kaolin and CSD.

Percentage of Belessa kaolin replacement	Tensile strength of conditioned (kPa)	Tensile strength of unconditioned (kPa)	Tensile strength ratio (%)
				0	717.19	877.34	81.75
10	697.43	857.55	81.33
20	717.83	880.49	81.53
30	727.13	882.77	82.37
40	705.3	877.5	80.38
50	657.05	894.61	73.45