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Airport Engineering

Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

300
Unrestricted
3000
Zero

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Airport Engineering
According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept

1 in 6
1 in 7
1 in 5
1 in 4

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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

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

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Airport Engineering
Calm period is the percentage of time during which wind intensity is less than

9.6 kmph
6.4 kmph
4.8 kmph
8.0 kmph

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Airport Engineering
The maximum length and pavement strength of the runway is that of

G 7
B 3
A 1
B 2

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Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2600 m
2800 m
2700 m
2500 m

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