In revised CBR design method recommended by the IRC for the design of flexible pavement, the total thickness depends upon

Only the CBR value of the soil

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The CBR value of the soil and magnitude of wheel load

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The CBR value of the soil and cumulative standard axle loads

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The CBR value of the soil and number of commercial vehicles passing per day

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Solution

The correct option is C The CBR value of the soil and cumulative standard axle loads

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\begin{matrix} Number of commercial vehicles & 2723 v e h / d a y when construction is completed Annual growth rate of the traffic & 5 % Design life of the pavement & 10 y r Vehicle damage factor & 2.4 CBR value of the subgrade soil & 5 % \end{matrix}

\begin{matrix} Number of standard axles(msa) & Total thickness(mm) 20 & 620 25 & 640 30 & 670 40 & 700 \end{matrix}

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