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Airport Engineering

Airport Engineering
The thickness design of the pavement, is decided on the load carried by

All listed here
Tail wheel
Nose wheel
Main gears

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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
1500 m
800 m
1200 m

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Airport Engineering
The best direction of a runway is along the direction of

Shortest line on the wind rose diagram
Line clear of wind rose diagram
Longest line on wind rose diagram
None of these

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Airport Engineering
For the taxiways, the following statement is true

The maximum longitudinal grade is 3%
All listed here
The permissible transverse grade is 1.5%
The permissible rate of change of grade is 1%

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

Green
Yellow
Black
Red

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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

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

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