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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

25 m
50 m
100 m
75 m

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Airport Engineering
For the proposed air port, the survey project provides

Master plan
All listed here
Grading plan
Topographic plan

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Airport Engineering
The length of runway is increased per 300 m rise above M.S.L.

0.04
0.07
0.03
0.05

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Airport Engineering
The threshold markings are

All listed here
1 m clear space between adjacent
4 m wide
Placed symmetrically on either side of the runway centre line

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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 5
1 in 4
1 in 7

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Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.046527777777778
0.05
0.048611111111111
0.045138888888889

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MORE MCQ ON Airport Engineering

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