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Airport Engineering

Airport Engineering
Which of the following is an example of failure in flexible pavements?

Warping cracks
Mud pumping
Alligator cracking
Shrinkage cracks

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Airport Engineering
According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by

Seven English alphabets
Last Seven English alphabets
First seven numbers
First Seven English alphabets

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Airport Engineering
The main disadvantage of angle nose out parking configuration of aircraft is that the

All listed here
Hot blast is directed towards the terminal building
Overall apron area required is more
Aircraft rear loading door is far away from terminal building

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Airport Engineering
The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are

3 m and 45 m
3 m and 30 m
4.2 m and 30 m
4.2 m and 50 m

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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

2500 m
3250 m
3000 m
3725 m

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Airport Engineering
An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be

1 aircraft per hour
2 aircrafts per hour
16 aircrafts per hour
4 aircrafts per hour

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