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Airport Engineering

Airport Engineering
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

15 kmph
25 kmph
35 kmph
45 kmph

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Airport Engineering
The minimum width of clearway is

150 m
50 m
250 m
100 m

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Airport Engineering
Geometric design of holding apron of these statements

2 and 3 are correct
1 and 3 are correct
1 and 2 are correct
1 alone is correct

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

Black
Red
Yellow
White

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Airport Engineering
For the taxiways, the following statement is true

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

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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.002
0.004
0.003
0.001

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