The Effect of Spent Fluid Catalytic Cracking Filler on Performance Testing of Asphalt Concrete Mixture

Table 4

HMA mixture properties corresponding to the optimum bitumen content.

Properties	SRCC (4%)	SRCC (5%)	LS (5%)	Acceptance values
Bulk specific gravity (g/cm^3)	2.43	2.40	2.43	Max.
Marshall stability (kN)	24.90	24.03	17.63	>8 kN
Marshall flow (mm)	3.47	3.05	4.76	2–3.5
Air void (%)	3.47	4.04	3.33	3%–5%
VMA (%)	13.25	14.48	14.12	>14%
VFA (%)	73.94	72.07	76.50	65%–75%