For the design of a highway with flexible pavement as perb IRC 37, the following information is collected.
Present traffic = 1500 cvpd
Period of construction = 1 year; VDF = 2.5 and LDF = 1
Assuming the traffic growth rate as 8.00% per year, the cumulative number of standard axle repetitions (in msa) for a design life of 15 years is