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

Table 9

Stiffness modulus results (Mpa) for different CRM contents.

	Binder content
	5%	5.5%	6%	6.5%	7%
CR 0%	3850	3160	4400	3200	3270
CR 6%	3900	3550	4530	3320	3600
CR 12%	4384	4200	4740	4130	4370
CR 16%	4470	4310	4870	4510	4489
CR 20%	4570	4410	4990	4810	4600