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Airport Engineering

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

A 1
B 3
G 7
B 2

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Airport Engineering
Airport elevation is the reduced level above M.S.L. of

None of these
Lowest point of the landing area
Highest point of the landing area
Control tower

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Airport Engineering
The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are

(61500, 5600)
(8000, 7000)
(6500, 6000)
(5800, 5200)

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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.004
0.002
0.001
0.003

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Airport Engineering
If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than

152.5 m
162.5 m
145 m
172.5 m

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Airport Engineering
According to I.C.A.O. all markings on the runways are painted white and on taxiways

Green
Black
Red
Yellow

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