Answer:
The correct solution is "5.74%".
Step-by-step explanation:
The given values are:
Gravity of aggregate,

Gravity of asphalt,

Asphalt concrete mixture,

We know that,


Now,
The theoretical specific gravity of mix,
⇒

By putting the values, we get


hence,
The percentage of voids will be:
⇒ %V =

=

=

=
(%)