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Airport Engineering

Airport Engineering
The minimum width of clearway is

250 m
150 m
50 m
100 m

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

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

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Airport Engineering
According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept

1 in 7
1 in 4
1 in 6
1 in 5

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Airport Engineering
Maximum gross takeoff weight of an aircraft is

More than the maximum structural landing weight
Equal to the empty operating weight plus the payload
Less than the maximum structural landing weight
Equal to the maximum structural landing weight

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Airport Engineering
For night landing, the thresholds are lighted

Green
White
Red
Yellow

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Airport Engineering
If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than

145 m
152.5 m
172.5 m
162.5 m

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