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

Table 8

VIM results (%) for different CRM content.

	Binder content
	5%	5.5%	6%	6.5%	7%
CR 0%	6.24	5.38	4.19	3.36	2.25
CR 6%	7.34	6.37	4.78	4.19	3.45
CR 12%	7.56	6.65	5.28	4.45	3.56
CR 16%	7.57	6.98	5.43	4.89	3.68
CR 20%	7.83	7.40	5.81	5.10	3.96