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Airport Engineering

Airport Engineering
The bearing of the runway at threshold is 290°, the runway number is

W 20° N
290°
N 70° W
29°

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

Nose wheel
All listed here
Main gears
Tail wheel

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Airport Engineering
In Instrumental landing system, the middle markers are located

Along the extended centre line of runway end
About 7 km. ahead of the runway threshold
At the runway threshold
About 1 km. ahead of the runway threshold

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Airport Engineering
From the end of an instrumental runway, the approach surface rises outwards

1 in 50
1 in 40
1 in 20
1 in 30

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

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

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Airport Engineering
A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is

160 m
150 m
175 m
140 m

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