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Airport Engineering

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

A 1
B 2
G 7
B 3

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Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

25 m
100 m
75 m
50 m

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Airport Engineering
Which of the following is used for servicing and repairs of the aircraft?

Holding apron
Apron
Hanger
Terminal building

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Airport Engineering
Calm period is the percentage of time during which wind intensity is less than

6.4 kmph
9.6 kmph
8.0 kmph
4.8 kmph

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Airport Engineering
International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in

1939
1929
1950
1947

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Airport Engineering
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

45 kmph
25 kmph
15 kmph
35 kmph

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