highway

Design the flexible pavement section as per IRC-37-2001 for 1300 commercial vehicles per day. The rate of growth of traffic is $8%$ and three year's are required for construction of pavement after last count. Assume CBR value of subgrade soil $= 5%$ Lane distribution factor $= 0.75$

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highway

Design the flexible pavement section as per IRC-37-2001 for 1300 commercial vehicles per day. The rate of growth of traffic is

8%

and three year's are required for construction of pavement after last count. Assume CBR value of subgrade soil

= 5%

Lane distribution factor

= 0.75

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