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Airport Engineering

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 5
1 in 7
1 in 4
1 in 6

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

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

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Airport Engineering
The engine failure case for determining the basic runway length may require

Only stop way
Only clearway
Either a clearway or a stop-way
Either a clearway or a stop-way or both

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Airport Engineering
The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

3725 m
2500 m
3000 m
3250 m

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Airport Engineering
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

45 m
51 m
20 m
30 m

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Airport Engineering
For night landing, the thresholds are lighted

Red
White
Green
Yellow

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