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Airport Engineering

Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

2916 m
2816 m
3016 m
2716 m

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

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

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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

1200 m
1500 m
800 m
1000 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

44
68
32
36

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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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Airport Engineering
Geometric design of holding apron of these statements

1 and 3 are correct
2 and 3 are correct
1 and 2 are correct
1 alone is correct

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