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Airport Engineering

Airport Engineering
The thickness design of the pavement, is decided on the load carried by

Nose wheel
Tail wheel
Main gears
All listed here

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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

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

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

Red
Yellow
Green
Black

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Airport Engineering
Runway threshold is indicated by a series of parallel lines starting from a distance of

6 m from runway end
15 m from runway end
10 m from runway end
3 m from runway end

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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 transverse grade is 1.5%
The permissible rate of change of grade is 1%

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Airport Engineering
Geometric design of holding apron of these statements

2 and 3 are correct
1 alone is correct
1 and 2 are correct
1 and 3 are correct

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