Category: Railway Engineering

What is Railway Sleeper? Types of Railway Sleepers

What is Railway Sleeper?

A railway sleeper is a part of the railway track. Sleepers are placed below the rails and over the ballast. The main function of the sleepers is to distribute the loads coming on the rails over a large area of the ballast and support the rails to hold them firmly in place. It provides stability to the permanent way.

Different Types of Railway Sleepers

How many types of railway sleepers are there? According to the use of materials, railway sleepers are classified into the following categories:

  1. Steel Sleepers.
  2. Timber or Wooden Sleepers.
  3. Cast Iron Sleepers.
  4. Concrete Sleepers.

1. Steel Sleepers

Due to the growing scarcity of wooden sleepers, and their short life span, steel sleepers have now become more popular in every part of the world.

Advantages And Disadvantages of Metal Sleepers
Types of Railway Sleepers – #1. Steel Sleepers

Advantages of Steel Sleepers

The following are the advantages of Steel sleepers:

1. Steel sleepers are uniform in strength and durability.

2. The efficiency of fittings is better in Steel sleepers and therefore less creep develops.

3. They are economical because they are longer in life and easier to maintain.

4. In steel sleepers, the Gauge can be easily adjusted and also easily maintained.

5. For Steel sleepers, there is no need for frequent renewal.

6. They have a good scrap value.

7. They are not susceptible to fire and vermin attacks.

Disadvantages of Steel Sleepers

The following are the disadvantages of steel Sleepers:

1. More ballast is required than other types of sleepers.

2. These sleepers require a number of fittings which causes difficulties in maintenance.

3. These sleepers are liable to rusting/corrosion.

4. These sleepers are not suitable for track circuiting.

5. Steel sleepers are unsuitable for bridges, level crossings, points and crossings, etc.

6. These sleepers are only suitable for stone ballast.

Note: Steel sleepers and cast iron sleepers are the types of metal sleepers

2. Wooden Sleepers

Wooden sleepers are considered the best as they fulfill almost all the requirements of an ideal sleeper. In most cases, the most commonly used timbers for sleepers are oak, sal(Shorea robusta), and teak.

Wooden Sleepers - With Their Advantages and Disadvantages
Types of Railway Sleepers – #2. Wooden Sleepers

Advantages of wooden sleepers

Following are the advantages of wooden sleepers

1. The initial cost of a wooden sleeper is low.
2. Timber is easily available in all parts of the USA, UK, and India.

3. Fittings for wooden sleepers are few and simple in design.
4. These sleepers are able to resist shocks and vibrations due to heavy moving loads and also provide a noise-less track.

5. Wooden sleepers are easy to lay, relay, pack, lift, and maintain.
6. They are suitable for all types of ballast.
7. They are best for track-circuited operations.

Disadvantages of wooden sleepers

The following are the disadvantages of wooden sleepers
1. The service life of wooden sleepers is short(12 to 15 years)as compared to other types of sleepers.

2. These sleepers are subjected to wear, decay, and attack by white ants, spike killing, cracking, etc.

3. It is difficult to maintain the gauge in the case of wooden sleepers.

4. The track is easily disturbed. Hence alignment maintenance is difficult.

5. The maintenance cost of wooden sleepers is high as compared to other sleepers.

6. The scrap value of these sleepers is very low.

7. They are susceptible to fire.

3. Cast Iron Sleeper

Cast iron sleeper is another type of sleeper, which is extensively used in India. It is also used in South America, Burma, and Pakistan. Cast iron slippers have been used in India since 1870.

Cast Iron Sleeper
Types of Railway Sleepers – #3. Cast Iron Sleeper

Advantages of cast-iron sleepers

Following are the pros or benefits or advantages of cast-iron sleepers

1. The probability of cracking is less.

2. They have less corrosion effects.

3. The scrap value is high in the case of cast iron sleepers.

4. The manufacturing process of cast iron sleepers is comparatively easy.

5. Maintaining work for this type of sleeper is minimum and easy. Therefore, less-skilled labor is required.

6. It provides good longitudinal as well as lateral resistance.

7. Cast iron sleepers are not affected due to the irregular falling of fire from the steam engines.

8. The efficiency of fittings is also better in cast iron sleepers; therefore, less creep develops. Read Also: Creep of Rails

Disadvantages of cast-iron sleepers

Following are the cons or drawbacks or disadvantages of cast-iron sleepers.

1. Ballast requirement is more compared to the other types of sleepers.

2. In these sleepers, more fittings are required, and frequent Inspection is essential.

3. Cast iron sleepers are not usable for track-circuited areas as they are good conductors of electricity.

4. They are not suitable for level crossings and bridges.

4. Concrete Sleepers

The first idea about concrete sleepers was conceived by Monier of France in 1884. However, it takes several years to become popular in different countries. After world war II it was rapidly developed due to the scarcity of timber. Especially in countries like the United Kingdom, Germany, France, Russia, and Japan. During world war II, many of the railway lines were destroyed in these countries, and the shortage of wood forces them to find a suitable alternative sleepers material of timber sleepers. Finally, the concrete sleeper became one of the most popular sleeper types.

Types of Railway Sleepers – #3. Cast Iron Sleeper

Advantages of Concrete Sleepers

Following are the Pros or Benefits or advantages of concrete sleepers

1. Concrete sleepers give more strength and stability to the track.

2. They have great resistance to buckling of the track.

3. A concrete sleeper is a poor conductor of electricity. For this reason, they are preferred for track circuited areas.

4. It has a very long lifespan. It can last 30 to 40 years.

5. It has economic benefits due to its long lifespan and minimal joints.

6. Concrete sleepers are free from natural decay and the effect of chemical action.

7. They are not attacked by insects or vermin.

8. They are not affected by the adverse environmental effects.

9. They can be produced in a large volume using local resources.

Disadvantages of Concrete Sleepers

Following are the cons or drawbacks or disadvantages of concrete sleepers

1. It has no scrap value

2. The maintenance and replacement process is difficult.

3. Transportation is difficult as they are heavy in weight.

4. They are heavily damaged at the time of replacement.

5. Concrete sleepers are not suitable for better packing.

Read Also:

Railway Sleepers – MCQ

Materials Required Per Unit (Km) Length of Track

Materials Required Per Unit(km) Length of Track

It is necessary to work out exactly the quantities of various materials required to lay track. Otherwise, the excess materials will have to be taken back and work will be delayed. In this article, we will discuss the number of rails, sleepers, fish plates, fish bolts, dog spikes, and bearing plates required for each kilometer of track length.

1. Number of rails per km of track

= [latex] \frac{100}{length\; of \; rail }\times 2[/latex]

In case of 12.80 m length of the rail

The number of rails will be required for each kilometer(per km) of track length

= [latex] \frac{100}{12.80}\times 2[/latex] =156.25. say 157 nos.

2. Number of sleepers per km of track length

= [latex] \frac{no.\; of \; rails\; per \; km}{2}\times (n+x) [/latex]

Where (n+x) is the expression for sleeper density.

if x = 3, then the approximate number of sleepers required in the above case of 12.80 m rail would be equal to

[latex] \frac{157}{2}\times \left ( 12.80+ 3 \right ) [/latex] = 1240.3 say 1241 nos.

3. Number of fish plates per km of track length

= 2 × number of rails per km(kilometer) of track

= 2 × 157 = 314 nos.

4. Number of fish bolts per km of track

= 4 × number of rails per km of track length

Then, the number of fish bolts will be required for each kilometer(per km) of track length

= 4 × 157 = 628

5. Number of bearing plates per km of track

= 2 × number of sleepers per km of track

The number of rails will be required for each kilometer(per km) of track length

= 2 × 1241 = 2482 nos.

6. Number of dog spikes per km of track

= 4 × number of sleepers per km of track length

Then, the number of dog spikes will be required for each kilometer(per km) of track length

= 4 × 1241 = 4964 nos.

Read Also:

Types of Railway Sleepers

TYPES OF RAILS

5 Major Cross Sectional Elements of a Railway Track

Track Geometry – MCQ || Railway Engineering ||

Track Geometry – MCQ

1. Track geometry includes

a) Cross-sectional elements
b) Gradient
c) Curves
d) All of these

View Answer

d) All of these

2. Usually, the width of right of way of a track is

a) 3 m
b) 4 m
c) 5.5 m
d) 10 m

View Answer

c) 5.5 m

3. The top width of a track embankment is known as

a) Formation width
c) Right of Way
d) None of the above

View Answer

a) Formation width

4. Minimum formation width in embankment as recommended by Indian Railway Board in single track is

a) 5.5 m
b) 6.1 m
c) 10.1 m
d) 10.7 m

View Answer

b) 6.1 m

5. The recommended side slope for track embankment is

a) 2 : 1
b) 1.5 : 1
c) 1 : 1
d) None of these.

View Answer

a) 2 : 1

6. Grade compensation recommended for B.G on Indian railway is

a) 0.01
b) 0.02
c) 0.03
d) 0.04

View Answer

d) 0.04

7. The gradient which requires one or more locomotives for pulling the train up the track is called

a) Ruling gradient
b) Station yard gradient
c) Momentum gradient
d) Pusher gradient

View Answer

d) Pusher gradient

8. Maximum permissible value of superelevation on Indian railways for B.G is

a) 76.2 mm
b) 100 mm
c) 140 mm
d) 167.6 mm

View Answer

d) 167.6 mm

9. Permissible value of cant deficiency for Broad Gauge for speed up to 100 km/h is

a) 76 mm
b) 71 mm
c) 38 mm
d) 10 mm

View Answer

a) 76 mm

10. The limiting value of cant deficiency for broad gauge in Indian railways is

a) 38 mm
b) 51 mm
c) 76 mm
d) 100 mm

View Answer

100 mm

[ When the speed is geater than 100 km/h]

Read More:

Railway Stations and Yards – MCQ

Point and Crossing – MCQ

Types of Railway Gradient

Permanent Way – MCQ || Railway Engineering ||

Permanent Way – MCQ

1. Permanent track is regarded to be

a) Semi elastic in nature.
b) Elastic in nature.
c) Rigid in nature.
d) Semi-rigid in nature.

View Answer

a) Semi elastic in nature

2. The track should be constructed and maintained keeping the requirement of a permanent way to achieve

a) High speed.
b) Better riding quality.
c) Less future maintenance.
d) All the above.

View Answer

d) All the above.

3. Gauge of railway track is

a) The clear distance between inner faces of two track rails.
b) The distance between outer faces of two track rails.
c) The distance between inner face of one rail and outer face of another rail of the track.
d) None of the above.

View Answer

a) The clear distance between inner faces of two track rails.

4. In India the width of narrow gauge is

a) 1.676 m.
b) 1.0 m.
c) 0.762 m.
d) 0.610 m.

View Answer

c) 0.762 m.

5. The selection of a particular gauge depends upon

a) Cost of construction.
b) Volume and nature of traffic.
c) Speed of movement.
d) All the above.

View Answer

d) All the above.

6. On curved tracks, superelevation is maintained by __ and the formation is levelled.

a) Sleepers.
b) Ballast.
c) Soil.
d) Rails.

View Answer

b) Ballast.

7. The combination of rails, fitted on sleepers and resting on ballast and subgrade is called ____

a) Right of way.
b) Permanent way.
c) Carriageway.
d) None.

View Answer

b) Permanent way

8. Wheels of trains are coned at a slope of _____.

a) 1 in 10
b) 1 in 15
c) 1 in 20
d) 1 in 30

View Answer

c) 1 in 20

Wheels of trains are coned at a slope of 1 in 20.

9. Which are the components of permanent way

a) Subgrade
b) Ballast
c) Rails
d) Fixture
e) All the above
f) Option (a), (b) and (c), but not (d).

View Answer

e) All the above

10. In U.K the width of narrow gauge is

a) 1.676 m
b) 1.0 m
c) 0.762 m
d) 0.610 m

View Answer

c) 0.762 m

Read More:

What is the Permanent way In Railway

Railway Ballast – MCQ

Rails – MCQ

Rails – MCQ || Railway Engineering ||

Rails – MCQ

1. Which type of rail is mostly used in railway track

a) Double head rails
b) Bull head rails
c) Flat foot rails
d) None

View Answer

c) Flat foot rails

Read More: Different Types of Rails

2. The tensile strength of a rail used in railway track should not be less than

a) 42 kg/mm2
b) 52 kg/mm2
c) 62 kg/mm2
d) 72 kg/mm2

View Answer

d) 72 kg/mm2

3. The rail whose head and foot have the same dimensions is known as

a) Dumb-bell rail
b) Flat footed rail
c) Bull headed rail
d) None

View Answer

a) Dumb-bell rail

4. Selection of rail for a particular track depends upon

a) Speed of train
b) Gauge of the track
c) Axle load and nature of traffic
d) All the above

View Answer

d) All the above

5. The weight of rail used in Indian B.G is

a) 44.7 kg
b) 24.8 kg
c) 30.5 kg
d) None of these

View Answer

a) 44.7 kg

6. The rails which get bent down and deflected at ends due to battering action of wheels are called

a) Corrugated rails
b) Kinks in rails
c) Hogged rails
d) Roaring rails

View Answer

c) Hogged rails

7. When the rail ends rest on a single sleeper, it is termed as

a) Base joint
b) Suspended joint
c) Bridge joint
d) Supported joint

View Answer

d) Supported joint

8. When the track has gone out of its original alignment due to prevention of expansion of rails in hot weather, then the rails are said to have

a) Hogged
b) Corrugated
c) Buckled
d) None of these

View Answer

c) Buckled

9. The longitudinal movements of rails in a track is known as

a) Wear of rails
b) Creep of rails
c) Buckling of rails
d) Hogging of rails

View Answer

b) Creep of rails

10. When the rail ends are projected beyond sleepers and are carried by a bridge plate, it is termed as

a) Base joint
b) Supported joint
c) Staggered joint
d) Bridge joint

View Answer

d) Bridge joint

11. Anticreepers are used to prevent _____ of rails

a) Creep
b) Wear
c) Corrugation
d) None

View Answer

a) Creep

Read More:

Railway Signalling – MCQ

Point and Crossing – MCQ

Railway Signalling – MCQ || Railway Engineering ||

Railway Signalling – MCQ

1. Which signal gives permission to the train for leaving the platform

a) Semaphore Signal
b) Warner Signal
c) Starter signal
d) None of these

View Answer

c) Starter signal

2. Which is the following component of a semaphore signals

a) Movable arm
b) Crank rod
c) Spectacle frame
d) All of these

View Answer

d) All of these

3. Which signals are used in shunting operations for low-speed movement

a) Semaphore Signal
b) Warner Signal
c) Starter signal
d) Disc signal

View Answer

d) Disc signal

4. Disc or ground signal is also known as

a) Starter signal
b) Shunting signal
c) Warner Signal
d) None of these

View Answer

b) Shunting signal

5. Which signals are provided when the sight of the main signal is not continuously visible due to the presence of tunnel, bridge, or other things?

a) Calling-on signals
b) Routing signals
c) Co-acting signals
d) None

View Answer

c) Co-acting signals

6. When various signals are fixed on the same verticle post, they are known as the

a) Repeating system
b) Co-acting signals
c) Calling-on signals
d) Routing signals

View Answer

d) Routing signals

7. In the whistle indicator, which colors are used for the background and for the letter?

a) Yellow, Red
b) Yellow, Blue
c) Yellow, Black
d) White, Black

View Answer

c) Yellow, Black

8. In the railway, the yellow light indicates

a) Stop
b) Proceed
c) Proceed cautiously
d) Proceed at high speed

View Answer

c) Proceed cautiously

9. In the railway, the green light indicates

a) Stop
b) Proceed
c) Proceed cautiously
d) None

View Answer

b) Proceed

10. The railway whistle was invented by

a) George Stephenson
b) Richard Trevithick
c) William Robinson
d) Wilhelm Jakobs

View Answer

a) George Stephenson

The railway whistle was invented by George Stephenson

Read More:

Railway Sleepers – MCQ

Railway Ballast – MCQ

Traffic Signs

Advantages and Disadvantages of Traffic Signals

9 Objectives of Railway Signalling

Bearing Plates in Railway || Railway Engineering ||

Bearing Plates in Railway

Bearing plates are cast iron, wrought iron, or mild steel plate which are placed in between the F.F. rail to distribute the load on a large area of wooden sleepers.

Bearing Plates in Railway || Railway Engineering ||
Bearing Plates in Railway

If the flat-footed rails are directly fixed on wooden sleepers, sinking in the sleeper takes place due to heavy loads of trains and thus loosens the spikes. To overcome this difficulty, bearing plates are provided under F.F. rails and bring the intensity of the pressure within the limit.

The bearing plates are widely used in countries such as the United States, where heavy vehicles travel on treated softwood sleepers at high speeds.

But in India, the use of the bearing plate is not extensive, these are used only at special locations such as rail joints on curves and bridges, on ash-pit, under points and crossings, etc.

The bearing plates may be either flat or canted. The flat bearing plates are used in turnout tracks and such other places where rails are to be laid flat. In all other cases, the canted bearing plates are adopted.

Advantages

The using of the bearing plates in the railway has the following advantages

1. They distribute the loads to a large area.

2. The overall stability of the track is increased by using bearing plates.

3. When bearing plates are used, the wear of spikes due to vertical vibrations of rails against them is greatly reduced.

4. It helps to prevent the destruction of the sleeper due to the rubbing action of the rails.

5. It helps to maintain the gauge in a better and more effective way.

6. They increase the life span of sleepers.

Read More:

What is Rack Railway

Railway Gauge

Railway Stations & Yards – MCQ || Railway Engineering ||

Railway Stations & Yards – MCQ

1. A place on the railway line at which “permission to approach” and “authority to proceed” is granted which is known as

a) Block station
b) Junction station
c) Non-block station
d) Terminal station

View Answer

a) Block station

2. A station where a branch line joins a main line is known as

a) Terminal Station
b) Block station
c) Junction station
d) Non-block station

View Answer

c) Junction station

3. The yard which provides facilities for receiving, loading, and unloading of goods is called

a) Passenger bogie yard
b) Locomotive yard
c) Marshalling yard
d) Good yard

View Answer

d) Good yard

4. Flat stations are

a) Terminal Station
b) Block station
c) Non-block station
d) Junction station

View Answer

b) Block station

5. The yard where trains are received, sorted out, new trains formed and despatch called

a) Passenger bogie yard
b) Good yard
c) Marshalling yard
d) Locomotive yard

View Answer

c) Marshalling yard

6. Hump yard is a type of

a) Good yard
b) Marshalling yard
c) Locomotive yard
d) None

View Answer

b) Marshalling yard

7. The gravitational yard is a type of __ yard

a) Passenger yard
b) Locomotive yard
c) Marshalling yard
d) None

View Answer

c) Marshalling yard

8. Non-block stations are also called ___

a) Class ‘D’
b) flag
c) Both (a) and (b)
d) None

View Answer

c) Both (a) and (b)

9. The minimum signal requirement for class ‘C’ station is

a) Only, home signal
b) Only, warner signal
c) Both home and warner signal
d) None of these

View Answer

c) Both home and warner signal

10. The selected place on a railway line where trains halt for exchange of passengers, goods and for control of train movement is called a

View Answer

Railway Station

Read More:

Point & Crossing – MCQ

Railway Ballast – MCQ

Railway Sleepers – MCQ

Facilities Required at Railway Stations

Types of Railway Platforms

Point & Crossing – MCQ || Railway Engineering ||

Point & Crossing – MCQ

1. The tapered movable rail which is attached at or near one end of a running rail is called

a) Tongue rail
b) Lead rail
c) Stock rail
d) Point rail

View Answer

a) Tongue rail

2. The bent portion of rail used in front of nose of crossing which guides the train wheel in their proper route is called.

a) Point rail
b) Check rail
c) Wing rail
d) Splice rail

View Answer

c) Wing rail

3. Obtuse angle crossing is also called

a) Diamond crossing
b) Square crossing
c) V – crossing
d) None of these

View Answer

a) Diamond crossing

4. Frog is a

a) Obtuse angle crossing
b) Acute angle crossing
c) Square crossing
d) Diamond crossing

View Answer

b) Acute angle crossing

5. The arrangement of track where a double line track is narrowed over a short distance is called

a) Triangle track
b) Ladder track
c) Gauntlet track
d) None of these

View Answer

c) Gauntlet track

6. When the number of lines are branched off from a main line in continuation of turnout, it is called

a) Gauntlet track
b) Scissors crossover
c) Triangle track
d) Ladder track

View Answer

d) Ladder track

7. A switch consists of a tongue rail and a

a) Splice rail
b) Lead rail
c) Stock rail
d) Point rail

View Answer

c) Stock rail

8. The untapered end of switch rail is called

a) Toe of switch
b) Throw of switch
c) Heel of switch
d) None of the above.

View Answer

c) Heel of switch

9. The tapered end of tongue rail is called

a) Toe of switch
b) Heel of switch
c) Throw of switch
d) None of the above.

View Answer

a) Toe of switch

10. The switch in which no tongue rail is provided is called

a) Stub switch
b) Split switch
c) Cross switch
d) None

View Answer

a) Stub switch

11. ____ switch provides more lateral rigidity to the turnout.

a) Stub
b) Split

View Answer

b) Split

12. The distance between check rail and adjacent face of stock rail is known as

View Answer

Flangeway clearance.

13. A complete set of points and crossings is known as

View Answer

Turnout

Read More:

Railway Sleepers – MCQ

Railway Ballast – MCQ

Fixtures and Fastening – MCQ

Railway Sleepers – MCQ || Railway Engineering ||

Railway Sleepers – MCQ

1. The life of timber sleepers depends upon their ability to resist

a) Wear
b) Decay
c) Attack by vermin
d) All the above

View Answer

d) All the above

2. Pot or bowl sleepers are types of

a) Wooden sleepers
b) Cast-iron sleepers
c) Steel sleepers
d) Concrete sleepers

View Answer

b) Cast-iron sleepers

3. CST 9 is a type of

a) Cast-iron sleepers
b) Wooden sleepers
c) Concrete sleepers
d) Steel sleepers

View Answer

a) Cast-iron sleepers

4. Which of the following statements is incorrect?

a) Sleepers are laid transverse to the rails.
b) Sleepers are laid parallel to the rails.
c) Sleepers help in maintaining proper gauge.
d) Sleepers distribute the load from rail to ballast.

View Answer

b) Sleepers are laid parallel to the rails.

5. Sleeper density is generally specified as (n+x) where n is

a) Number of sleepers per rail length.
b) Length of rail in meters.
c) Number of rails.
d) None of these.

View Answer

b) Length of rail in meters.

6. The spacing of the sleeper depends upon

a) Axle load and speed.
b) Type of ballast.
c) Type and section of rails.
d) All the above.

View Answer

d) All the above.

7. Sleepers transfer the axle load to the ________

a) Subgrade
b) Soil
c) Ballast
d) Rail

View Answer

c) Ballast

8. Nowadays __________ sleepers are commonly used on Indian railways.

a) Prestressed concrete
b) Wooden
c) Steel
d) None

View Answer

a) Prestressed concrete

9. The number of sleepers per rail length is known as ________.

a) Sleeper number
b) Sleeper density
c) Sleeper volume
d) None

View Answer

b) Sleeper density

10. Concrete sleepers are _________ durable than the wooden sleepers.

a) Less
b) More

View Answer

b) More

11. Duplex sleeper is a type of ____ sleeper.

a) R.C.C
b) Wooden
c) Steel
d) C.I

View Answer

d) C.I

12. The length of a wooden sleeper for the B.G. track is ____.

a) 1.830 m
b) 1.520 m
c) 2.745 m
d) None

View Answer

c) 2.745 m

13. The main function of sleepers is to _____ the rails firmly and evenly.

View Answer

Support

Read More:

Railway Ballast – MCQ

Types of Gradient In Railway Engineering

Track Geometry – MCQ