In revised CBR design method recommended by the IRC for the

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

[ESE (IES) CE 2017 Technical]

A Only the CBR value of the soil

B The CBR value of the soil and the magnitude of wheel load

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

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