Performance Evaluation of Crumb Rubber Modified Stone Mastic Asphalt Pavement in Malaysia

Table 5

Stability results (kN) for different CRM contents.

	Binder content
	5%	5.5%	6%	6.5%	7%
CR 0%	11.99	13.10	12.5	11.40	10.8
CR 6%	11.50	12.90	11.9	10.89	10.7
CR 12%	10.55	11.80	11.4	10.90	9.8
CR 16%	10.40	10.40	11.99	9.4	9.4
CR 20%	8.9	9.30	10.89	9.7	8.3