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Airport Engineering

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

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

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Airport Engineering
The minimum width of clearway is

250 m
100 m
50 m
150 m

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Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

75 m
100 m
50 m
25 m

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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

150 m
140 m
160 m
175 m

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Airport Engineering
According to ICAO, all markings on the runways are

Red
Yellow
Black
White

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Airport Engineering
According to the International Civil Aviation Organization (I.C.A.O.) the strength of runway pavements, have been coded by

First seven numbers
Seven English alphabets
Last Seven English alphabets
First Seven English alphabets

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