A flexible pavement has the following class of loads during a particular hour of the day.
i. $\quad 80$ buses with 2 -axles (each axle load of $40 \mathrm{kN}$;
ii. 160 trucks with 2 -axles (front and rear axle loads of $40 \mathrm{kN}$ and $80 \mathrm{kN},$ respectively)
The equivalent standard axle load repetitions for this vehicle combination as per IRC:372012 would be
(A) 180
(B) 240
(C) 250
(D) 320
A flexible pavement has the following class of loads during a particular hour of the day.
i. $\quad 80$ buses with 2 -axles (each axle load of $40 \mathrm{kN}$;
ii. 160 trucks with 2 -axles (front and rear axle loads of $40 \mathrm{kN}$ and $80 \mathrm{kN},$ respectively)
The equivalent standard axle load repetitions for this vehicle combination as per IRC:372012 would be
(A) 180
(B) 240
(C) 250
(D) 320