1. The main function of sleeper is
- to support rails
- to hold rails at correct gauge
- to distribute load from the rails to the ballast
- all of these
2. “Composite Sleeper Index” is relevant in determining
- Required and adoptable sleeper density
- Durability of sleeper units
- Mechanical strength of the stock of wooden sleepers
Which of the above statements is/are correct?
- ii and iii only
- i and ii only
- i only
- iii only
3. The slope of adzing of sleepers is
- 1 in 30
- 1 in 25
- 1 in 20
- 1 in 15
4. The density of sleepers mainly depends upon all except one of the following
- Axle load the rail track is designed to carry
- The nature of sleeper and the materials used
- Lateral thrust of locomotives
- Speed of the train
- Climatic variations
5. Standard size of wooden sleeper for Broad Gauge track is
- 275 x 25 x 13 cm
- 180 x 20 x 11.5 cm
- 225 x 23 x 13 cm
- 250 x 26 x 12 cm
- 200 x 26 x 12 cm
6. The number of sleepers required for constructing 500 m long railway track, using sleeper density of M+5 and rail length of 10 m is
- 500
- 750
- 600
- 650
7. To provide a cant in rails, wooden sleepers are cut to a slope at rail seat, which is known as
- Cutting
- Coning
- Adzing
- Boxing
8. The minimum composite sleeper index for wooden sleepers used over bridge girders is
- 1455
- 1352
- 1555
- 1652
9. If the sleeper density is N+6, then what will be the number of sleepers required for constructing a 500 m broad gauge track (rail length = 13 m)?
- 741
- 925
- 886
- 1026
10. Standard size of wooden sleeper for Broad gauge track is
- 183 x 20 x 11 cm
- 274 x 25 x 13 cm
- 250 x 26 x 12 cm
- 152 x 15 x 10 cm
11. In India sleeper density of sleepers per rail is
- 12
- 18
- 24
- 30
12. What do you mean by a sleeper density of M+7, in railway engineering?
- Number of sleepers required per kilometer length = 1007
- Number of sleepers between any two stations = (distance in km + 7)
- Number of sleepers per rail length = (length of rail in meters + 7)
- Spacing of sleepers = 107 cm c/c
13. The number of sleepers used for rails varies from, where ‘n’ length of rail in ‘m’
- (n + 1) to (n + 4)
- (n + 3) to (n + 6)
- (n + 2) to (n + 7)
- (n + 4) to (n + 8)