Railway Engineering Mock test – 2 || Civil Engineering Mock tests - CIVIL ENGINEERING OBJECTIVE

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

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