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Question

For the design of a highway with flexible pavement as per IRC 37, the following information is collected.
Present traffic= 2000 cvpd
Period of construction 2 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 25 years is

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Solution

Present traffic = 2000 cvpd
Traffic after the completion of construction=2000(1+0.08)2
=2332.8 cvpd
Cumulative standard axles=365[(1+0.08)251]0.08×2332.8×2.5×1
=155.62 msa

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