Design traffic in million standard axle required for design of flexible pavement as per IRC method using following data is 32 MSA

i. Annual daily commercial vehicle at last count (MAY 2020) = P

ii. Rate of traffic growth= 4%

iii. Design life = 15 years

iv. Vehicle damage factor = 1.8

v. Load safety factor =1

vi. Distribution factor = 0.75

vii. The road is proposed to be completed in MAY 2026

Assume it will be two lane road with traffic in both directions. Value of P is (integer value)?