1.

The data given below pertain to the design of a flexible pavement. Initial trafic = 1213 cvpd Traffic growth rate = 8 percent per annum Design life = 12 years Vehicle damage factor = 2.5 Distribution factor = 1.0 The design traffic in terms of million standard axles (msa) to be catered would be

A. 0.06 msa
B. 8.40 msa
C. 21.00 msa
D. 32.26 msa
Answer» D. 32.26 msa


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