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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 4
1 in 5
1 in 6
1 in 7

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

Main gears
All listed here
Nose wheel
Tail wheel

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Airport Engineering
As per ICAO, the minimum basic runway length for A and E type of airport will be

2100 m and 750 m
1500 m and 750 m
1500 m and 600 m
2100 m and 600 m

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Airport Engineering
Total correction for elevation, temperature and gradient for a runway should not be more than

0.15
0.35
0.25
0.2

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Airport Engineering
According to I.C.A.O. the recommended length of air ports is decided on

All listed here
Effective gradient percentage
Standard sea level temperature (15°C)
Sea level elevation

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