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Airport Engineering

Airport Engineering
The maximum length and pavement strength of the runway is that of

G 7
B 3
B 2
A 1

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Airport Engineering
The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

2460 m
2360 m
2660 m
2560 m

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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

150 m
175 m
140 m
160 m

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Airport Engineering
The height of the pilot's eye above the runway surface is assumed

5 m
4 m
3 m
1 m

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Airport Engineering
The runway orientation is made so that landing and takeoff are

Along the wind direction
Perpendicular to wind direction
Against the wind direction
None of these

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Airport Engineering
The depressions and undulations in the pavement, are caused due to

Impact of heavy wheel loads
All listed here
Improper compaction of sub-grade
Punching effect

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