Railway Engineering Mock test – 2 || Civil Engineering Mock tests

Welcome to your Railway Engineering Mock test - 2
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You have only 20 mins to complete the test (25 Questions)
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1. The desirable rate of change of cant deficiency in case of Metre Gauge is
2. A turn-in-curve is defined as
3. The rails get out of their original positions due to insufficient expansion gap. This phenomenon is known
4. If the stock rails are B.H. rails, the type of switch generally provided, is
5. For a sleeper density of (n + 5), the number of sleepers required for constructing a broad gauge  railway track of length 650 m is
6. Minimum composite sleeper index for wooden sleepers used in cross-overs, is
7. The object of providing a point lock is
8. Mr. W. Simms, the consulting Engineer to the Government of India recommended the gauge for  Indian railways
9. The standard dimensions of a wooden sleeper for M.G. railway track are
10. To avoid the damage of nose of crossing, the wing rails are ramped so that nose of crossing  remains at a lower level by
11. Degree of a railway curve is defined as number of degrees subtended at the centre of a curve by an arc of
12. For even distribution of load through ballast, load dispersal is assumed as
13. Best ballast contains stones varying in size from
14. The rail is designated by its
15. On a single line track, 10 goods trains loaded with iron ore run from A to B and empty wagons return from B to A daily. Amount of creep of the rails will be
16. For a Broad Gauge route with (M + 7) sleeper density, number of sleepers per rail length is
17. At a rail joint, the ends of adjoining rails, are connected with a pair of fish plates and
18. The place where a railway line and a road cross each other at the same level, is known as
19. Ordinary rails are made of
20. In India the rails are manufactured by
21. If a 0.7% upgrade meets a 0.65% downgrade at a summit and the permissible rate of change of  grade per chain length is 0.10%, the length of the vertical curve, is
22. Pick up the incorrect statement from the following. Required tilt of 1 in 20 is provided
23. Bearing plates are used to fix
24. When semaphore and warner are installed on the same post, then the stop indication is given when
25. Wear of rails is maximum in weight of

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