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Question

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

A
16.05
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B
26.64
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C
40.13
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D
20.26
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Solution

The correct option is C 40.13
Present traffic = 1500cvpd
Traffic after the completion of construction
=1500(1+0.08)1
=1620 cvpd
Cumulative standard axles
=365(1+0.08)1510.08×1620×2.5×1=40.13 msa

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