Study on Plastic Coated Overburnt Brick Aggregate as an Alternative Material for Bituminous Road Construction

Table 6

Design criteria as per MoRT&H.

Test performed	Minimum stability; (at 60°C)	Flow (mm)	Compaction level (both sides)	Air void	VMA (minimum)	VFB	Marshall Quotient (kN/mm)	Tensile strength ratio (minimum)
Results	9 kN	2–4	75	3–5%	10%	65–75%	2–5	80%