MCQOPTIONS
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| 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 | |