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Airport Engineering

Airport Engineering
International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in

1939
1947
1950
1929

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Airport Engineering
If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be

800 m
1200 m
1000 m
1500 m

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Airport Engineering
Beaufort scale is used to determine

Height of air-crafts
Strength of winds
None of these
Direction of winds

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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

48°C
35.5°C
25°C
32°C

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

All listed here
Asphaltic concrete
Rubberised tar concrete
Plain concrete

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Airport Engineering
For the taxiways, the following statement is true

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

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