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Airport Engineering

Airport Engineering
According to I.C.A.O. all markings on the runways are painted white and on taxiways

Red
Green
Yellow
Black

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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
4 aircrafts per hour
16 aircrafts per hour
2 aircrafts per hour

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Airport Engineering
The lift off distance is the distance along the centre of the runway between the starting point and

End of the runway
Point where air craft attains a height of 10.7 m
Point where air craft becomes air borne
End of stop-way

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Airport Engineering
Geometric design of holding apron of these statements

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

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

Rubberised tar concrete
Asphaltic concrete
Plain concrete
All listed here

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Airport Engineering
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are

2.0, 2.0 and 2.0
1.0, 1.5 and 2.0
1.0, 1.5 and 1.5
1.5, 1.5 and 2.0

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