• 1. 
    The minimum width of clearway is

  • 200m
  • 50m
  • 100m
  • 150m
  • 2. 
    First Train in India?

  • Delhi to Agra, 16th May 1651
  • Mumbai to Delhi, 23rd June 1748
  • Hyderabad to Chennai, 10th January 1892
  • Mumbai to Thane, 16th April 1853
  • 3. 
    Gauge length(m) of B.G. is:

  • 1.767
  • 1.568
  • 1.676
  • 1.000
  • 1.455
  • 4. 
    Minimum gradient in station yards is generally limited to

  • 1 in 1000
  • 1 in 750
  • 1 in 500
  • 0
  • 5. 
    AMG track has a sleeper density of n+6 if the track is laid with rails of 15m length. find the number of sleepers under one rail length

  • 18
  • 21
  • 20
  • 19
  • 6. 
    Effective length of a runway is the distance between

  • ends of the runway
  • point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway
  • point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway
  • ends of the clear way on either side.
  • 7. 
    The .................plates are used to join one rail to other rail

  • Bearing plate
  • Fish Plate
  • Chairs
  • Spikes
  • 8. 
    The yards in which wagons are stored and new trains are formed are called

  • Station yards
  • Goods yards
  • Marshalling yards
  • Junction yards
  • 9. 
    Best joint for curves in railway track is

  • square joint
  • welded joint
  • staggered joint
  • cantilever joint
  • 10. 
    Gauge length(m) of M.G. is:

  • .998
  • 1.112
  • 1.000
  • .95
  • 11. 
    Indian Railway Nationalized in which year?

  • 1955
  • 1952
  • 1950
  • 1953
  • 12. 
    Where would a contractor need to sign up to before starting work?

  • Railway Industry Supplier Qualification Scheme
  • Railway Institute of Suppliers
  • Railway Industry contractor code of conduct
  • Contractor Industry Supplier Qualification Scheme
  • 13. 
    The Nominal Size of Ballast used for points and crossing

  • 25mm
  • 40mm
  • 50mm
  • 10mm
  • 14. 
    Gauge length(m) of N.G. is:

  • .525
  • .650
  • .500
  • .762
  • 1.050
  • 15. 
    Rail joint supported on a single sleeper, is known

  • Suspended rail joint
  • Bridge Rail Joint
  • Supported Rail Joint
  • Welded Rail Joint
  • 16. 
    The FAA classification of the airport is based on:

  • Length of Runway
  • Function
  • Airport approach speed
  • Geometric design
  • 17. 
    Sleeper Density is about

  • strength of sleeper material
  • no. of sleepers in track
  • no. of sleepers per rail length
  • specific gravity of sleepers
  • 18. 
    The weight of the rails depends upon

  • Gauge of the tracks
  • Speed of trains
  • Spacing of sleepers
  • All of the above
  • 19. 
    Track construction involves preparation of

  • subgrade
  • plate laying
  • ballasting
  • all the above.
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