MCQOPTIONS
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MCQOPTIONS
| 1. |
Design a pavement using Burmister s approach for a wheel load of 4100 kg and tyre pressure of 6 kg/cm2 for an allowable deflection of 0.5 cm. The plate load test was conducted using a 30 cm diameter plate and the following observations were obtained:For subgrade, pressure at 0.5 cm deflection = 1.2 kg/cm2 |
| A. | nOver 15 cm thick base course, pressure at 0.5 cm deflection = 3.8 kg/cm<sup>2</sup> |
| B. | 36.33 cm |
| C. | 34.33 cm |
| D. | 34.66 cm |
| E. | 33.66 cm |
| Answer» D. 34.66 cm | |