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Airport Engineering

Airport Engineering
The bearing of the longest line of a wind rose is S 45° E, the bearing of the runway will be numbered

31
Both (C) and (D)
13
135°

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Airport Engineering
Total correction for elevation, temperature and gradient for a runway should not be more than

0.15
0.35
0.2
0.25

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

B 3
B 2
G 7
A 1

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Airport Engineering
If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be

1000 m
1200 m
1500 m
800 m

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Airport Engineering
In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

32
36
44
68

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

All listed here
Plain concrete
Asphaltic concrete
Rubberised tar concrete

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