Deck 1: Indian Railway Routes and Road Geometrics
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Deck 1: Indian Railway Routes and Road Geometrics
1
________ percentage of Indian rails routes are electrified.
A)66%
B)25%
C)45%
D)76%
A)66%
B)25%
C)45%
D)76%
45%
2
________________ is the predominant gauge used by Indian railways.
A)broad gauge
B)narrow gauge
C)metre gauge
D)standard gauge
A)broad gauge
B)narrow gauge
C)metre gauge
D)standard gauge
broad gauge
3
Sleepers (ties) are mostly made up of
A)wood
B)prestressed concrete
C)metal
D)steak
A)wood
B)prestressed concrete
C)metal
D)steak
prestressed concrete
4
________ forms the trackbed upon which railroad ties (sleepers) are laid.
A)track ballast
B)concrete ballast
C)rail ballast
D)wooden ballast
A)track ballast
B)concrete ballast
C)rail ballast
D)wooden ballast
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5
The surface of the head of each of the two rails can be maintained by using a
A)rail header
B)rail trimmer
C)rail grinder
D)rail cutter
A)rail header
B)rail trimmer
C)rail grinder
D)rail cutter
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6
The track and ballast form the
A)temporary way
B)true way
C)rigid way
D)permanent way
A)temporary way
B)true way
C)rigid way
D)permanent way
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7
The longest railway platforms is
A)state street subway, chicago
B)gorakhpur railway station, up
C)kharagpur, west bengal
D)kollam junction, kerala
A)state street subway, chicago
B)gorakhpur railway station, up
C)kharagpur, west bengal
D)kollam junction, kerala
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8
The design of horizontal and vertical alignments, super elevation, gradient is worst affected by ________
A)length of vehicle
B)width of vehicle
C)speed of vehicle
D)height of vehicle
A)length of vehicle
B)width of vehicle
C)speed of vehicle
D)height of vehicle
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9
The most raised portion of the pavement is called ________
A)super elevation
B)camber
C)crown
D)kerb
A)super elevation
B)camber
C)crown
D)kerb
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10
The extra width of pavement is provided on ________
A)horizontal curve
B)width of pavement
C)length of pavement
D)super elevation
A)horizontal curve
B)width of pavement
C)length of pavement
D)super elevation
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11
Transition curve is introduced in
A)horizontal curve
B)circular curve
C)between horizontal curve and circular curve
D)vertical curve
A)horizontal curve
B)circular curve
C)between horizontal curve and circular curve
D)vertical curve
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12
The most important factor that is required for road geometrics is ________
A)ssd
B)osd
C)isd
D)speed of vehicle
A)ssd
B)osd
C)isd
D)speed of vehicle
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13
The design speed of NH on a cross slope of up to 10% is ________
A)100kmph
B)80kmph
C)60kmph
D)50kmph
A)100kmph
B)80kmph
C)60kmph
D)50kmph
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14
A part of pavement raised with respect to one side keeping the other side constant is called ________
A)footpath
B)kerb
C)super elevation
D)camber
A)footpath
B)kerb
C)super elevation
D)camber
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15
The main purpose of providing camber is
A)to collect storm water
B)to maintain equilibrium
C)to follow irc specifications
D)to follow geometric specifications
A)to collect storm water
B)to maintain equilibrium
C)to follow irc specifications
D)to follow geometric specifications
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16
The legal axle load of the design vehicle used in India is?
A)1.6 tonne
B)8.2 tonne
C)16.2 tonne
D)32.4 tonne
A)1.6 tonne
B)8.2 tonne
C)16.2 tonne
D)32.4 tonne
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17
In India, the type of traffic assumed to design pavements is?
A)low traffic
B)heavy traffic
C)mixed traffic flow
D)very low traffic
A)low traffic
B)heavy traffic
C)mixed traffic flow
D)very low traffic
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18
The final choice of stabilisation technique is based on ________
A)labour
B)material
C)equipment
D)cost
A)labour
B)material
C)equipment
D)cost
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19
The flexural strength is based on
A)irc
B)plate test
C)cbr
D)shear
A)irc
B)plate test
C)cbr
D)shear
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20
How many types of challenges are encountered in bitumen stabilisation?
A)one
B)two
C)three
D)four
A)one
B)two
C)three
D)four
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21
The mix design should take into consideration is?
A)stability
B)durability
C)stability and durability
D)age
A)stability
B)durability
C)stability and durability
D)age
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22
The modification factor used in base course thickness is called ________
A)granite equivalence
B)gravel equivalence
C)sand equivalence
D)soil equivalence
A)granite equivalence
B)gravel equivalence
C)sand equivalence
D)soil equivalence
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23
The colloidal content in BC soils can be up to ________
A)20%
B)30%
C)40%
D)50%
A)20%
B)30%
C)40%
D)50%
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24
What is the shrinkage limit value in BC soil?
A)0%
B)9%
C)15%
D)16%
A)0%
B)9%
C)15%
D)16%
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25
The cement content required for BC soil is
A)high
B)very high
C)low
D)very low
A)high
B)very high
C)low
D)very low
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