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Airport Engineering

Airport Engineering
From the end of an instrumental runway, the approach surface rises outwards

1 in 30
1 in 50
1 in 20
1 in 40

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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
0.25
0.2

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Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.046527777777778
0.05
0.048611111111111
0.045138888888889

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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
Asphaltic concrete
Rubberised tar concrete
Plain concrete

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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

68
32
44
36

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Airport Engineering
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

30 m
45 m
51 m
20 m

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