L.O.M. is installed at 7.2 km from the threshold
L.M.M. is installed at 1.0 km from the threshold
Localizer antenna is installed at 300 m from the other end of the runway
Glide slope antenna is installed at the centre of the runway about 150 m on one side
D. Glide slope antenna is installed at the centre of the runway about 150 m on one side
Against the wind direction
Along the wind direction
Perpendicular to wind direction
None of these
Both A and R is true and R is the correct explanation of A
Both A and R is true and R is not the correct explanation of A
A is true but R is false
A is false but R is true
3 %
4 %
5 %
7 %
2716 m
2816 m
2916 m
3016 m
Channelization of pavement is caused by constant use of tri-cycle gears of aircraft
Blast pads are used over cohesionless soils to resist erosion due to tremendous speed of the jet blast
Over-run areas of at least 300 m length on either side of the runway are provided
None of these
The basic length of a runway is increased at a rate of 7% per 300 m of elevation of M.S.L.
The standard temperature at the site is obtained by reducing the standard sea level temperature of 15°C at the rate of 6.5°C per 1000 m rise in elevation
The aerodrome reference temperature is the monthly mean of the mean daily temperature for the hottest month of the year
All the above
L.O.M. and L.M.M. are installed on one side and Localizer antenna on the other side
L.O.M. and Localizer are installed on one side and L.M.M. on the other side
Localizer and L.M.M. are installed on one side and L.O.M. on the other side
None of these
L.O.M. is installed at 7.2 km from the threshold
L.M.M. is installed at 1.0 km from the threshold
Localizer antenna is installed at 300 m from the other end of the runway
Glide slope antenna is installed at the centre of the runway about 150 m on one side
The distance between the points of intersection of the extreme tangents to the transition curve is kept greater than 7500 m × sum of grade changes at the point of intersection
The rate of change of grade is limited to 0.3% per 30 m length of the curve
According to I.C.A.O. the maximum longitudinal gradient along a runway is limited to 1.5%
All the above
Control tower
Highest point of the landing area
Lowest point of the landing area
None of these
2500 m
2600 m
2700 m
2800 m
12.30 m
11.30 m
10.30 m
9.30 m
Alligator cracking
Mud pumping
Warping cracks
Shrinkage cracks
Sea level elevation
Standard sea level temperature (15°C)
Effective gradient percentage
All the above
Beaufort scale
Wind indicator
Barometers
None of these
Equal to the maximum structural landing weight
Less than the maximum structural landing weight
More than the maximum structural landing weight
Equal to the empty operating weight plus the payload
Asphaltic concrete
Rubberised tar concrete
Plain concrete
All the above
The centre line of the approach area coincides with that of the runway
Approach areas are measured in horizontal surfaces
Obstruction clearance surface and approach surface are same
All the above
The speed of the aircraft relative to the ground, is called cruising speed
The speed of the aircraft relative to wind, is called air speed
When wind is blowing the direction of the flight, air speed is less than cruising speed
All the above
0.10 %
0.26 %
0.43 %
0.65 %
1929
1939
1947
1950
Tar concrete pavements are suitable if fuel spillage occurs
Rubberised tar concrete hot blast as well as spillage
Epoxy asphalt concrete sets in very small time
All the above
1 m
3 m
4 m
5 m
4 m wide
1 m clear space between adjacent
Placed symmetrically on either side of the runway centre line
All the above
Main gears
Nose wheel
Tail wheel
All the above
Subsonic
Sonic
Super-sonic
Mach
F.I.R. stands for flight information regions
Radius of control area is 160 km
Radius of control zone is 40 km
All the above
22.5 m × 22.5 m
30 m × 30 m
22.5 m × 30 m
60 m × 120 m
150 m
300 m
600 m
750 m
78 m
150 m
300 m
450 m