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Airport Engineering

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

50 m
75 m
100 m
25 m

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Airport Engineering
If the monthly mean of average daily temperature for the hottest month of the year is 25°C and the monthly mean of the maximum daily temperature of the same month of the year is 46°C, the airport reference temperature is

35.5°C
25°C
32°C
48°C

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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
For the taxiways, the following statement is true

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

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Airport Engineering
The runway orientation is made so that landing and takeoff are

None of these
Along the wind direction
Against the wind direction
Perpendicular to wind direction

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

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

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