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Airport Engineering

Airport Engineering
Which of the following is an example of failure in flexible pavements?

Warping cracks
Alligator cracking
Shrinkage cracks
Mud pumping

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Airport Engineering
A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is

140 m
175 m
160 m
150 m

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Airport Engineering
The slope of the obstruction clearance line from the boundary of the heliport should be

0.069444444444444
0.043055555555556
0.047222222222222
0.045138888888889

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Airport Engineering
Beaufort scale is used to determine

Direction of winds
Strength of winds
None of these
Height of air-crafts

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Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2800 m
2500 m
2700 m
2600 m

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Airport Engineering
The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

3725 m
3000 m
3250 m
2500 m

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