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Airport Engineering

Airport Engineering
As per ICAO recommendation, minimum width of safety area for instrumental runway should be

150 m
450 m
300 m
78 m

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Airport Engineering
The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be

7.5 m
2.5 m
10.0 m
5.0 m

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

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

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Airport Engineering
Maximum gross takeoff weight of an aircraft is

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

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Airport Engineering
The slope of the obstruction clearance line from the boundary of the heliport should be

0.047222222222222
0.069444444444444
0.043055555555556
0.045138888888889

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Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.05
0.048611111111111
0.045138888888889
0.046527777777778

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MORE MCQ ON Airport Engineering

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