Bridge Engineering PYQs, GPSC Civil Previous Year Questions


The minimum clearance from the edge of the bearing plate to the pier edge should be not less than _____

A) 100 m

B) 250 m

C) 300 m

D) 600 m

D) 600 m


Which of the following are the examples of Abutments without wind walls?
i. Buried abutment
ii. Tee abutment
iii. Arch abutment

A) Only (i)

B) (i) and (ii)

C) (ii) and (iii)

D) (i), (ii) and (iii)

D) (i), (ii) and (iii)



The type of bridge which is preferred when the width of the lineal waterways is upto 6 m

A) Culverts

B) Minor Bridge

C) Major Bridge

D) Medium Bridge

A) Culverts


Which of the following are the examples of river training works?
i. Cut-off
ii. Embankments
iii. Spurs

A) (i) and (ii)

B) (ii) and (iii)

C) (i) and (iii)

D) (i), (ii) and (iii)

D) (i), (ii) and (iii)


Pontoon is an example of a

A) Temporary bridge

B) RCC Bridge

C) Iron and Steel Bridge

D) Cantilever Bridge

A) Temporary bridge



If maximum design discharge is 0.3 m3/sec, then the vertical clearance required for Road Bridge above the HFL is _____

A) 75 mm

B) 100 mm

C) 150 mm

D) 250 mm

C) 150 mm


Extradosed bridges combine the characteristics of

A) Suspension bridge with cantilever

B) Cable-stayed bridges with conventional box girder bridges

C) Suspension bridge with cable stayed bridge

D) Girder bridge with tall towers connecting cables.

B) Cable-stayed bridges with conventional box girder bridges


IRC has introduced new Special Vehicle (SV) class loading for select corridor where passage of trailor vehicle carrying stator units, turbine, heavy equipment & machinery etc. may occur. What is the amount of vehicle load for IRC class SV loading?

A) 100 T

B) 385 T

C) 400 T

D) 400 T

B) 385 T



Expansion bearing in bridge super structure permits

A) Only rotation

B) Only translation

C) No movement

D) Rotation and translation

D) Rotation and translation


Cable stayed bridges are generally preferred for bridges in the span range of _____

A) 8-10 m

B) 15-20 m

C) 30-50 m

D) Above 100 m

D) Above 100 m



Coefficient of discharge through the bridge for sharp entry is taken as

A) 0.5

B) 0.7

C) 0.95

D) 0.85

B) 0.7


Depending on the transmission of loads to joints, bridges are classified as

A) Deck type

B) Pratt type

C) Warren type

D) Howe type

A) Deck type



The most common countermeasure used to prevent scour at bridge abutments is

A) Sand bags

B) Cut water

C) Rip rap

D) Turf

C) Rip rap


Skew of bridge is the angle between

A) centreline of water course/road and centreline of track

B) centreline of water course and centreline of pier

C) centreline of water course/road and normal of centreline of track

D) centreline of abutment to centreline of pier

C) centreline of water course/road and normal of centreline of track


In erection of bridges the Incremental launching method is used when the bridge decks are greater than

A) 250 m in length

B) 100 m in length

C) 50 m in length

D) 300 m in length

A) 250 m in length


Practice Test On Bridge Engineering PYQs, GPSC Civil Engineering Previous Year Asked Questions (Section 1-2)

GPSC Civil Engineering Previous Year Asked Questions

1 / 15

The most common countermeasure used to prevent scour at bridge abutments is

2 / 15

Depending on the transmission of loads to joints, bridges are classified as

3 / 15

Expansion bearing in bridge super structure permits

4 / 15

Pontoon is an example of a

5 / 15

Skew of bridge is the angle between

6 / 15

Which of the following are the examples of Abutments without wind walls?
i. Buried abutment
ii. Tee abutment
iii. Arch abutment

7 / 15

IRC has introduced new Special Vehicle (SV) class loading for select corridor where passage of trailor vehicle carrying stator units, turbine, heavy equipment & machinery etc. may occur. What is the amount of vehicle load for IRC class SV loading?

8 / 15

The minimum clearance from the edge of the bearing plate to the pier edge should be not less than _____

9 / 15

Cable stayed bridges are generally preferred for bridges in the span range of _____

10 / 15

If maximum design discharge is 0.3 m3/sec, then the vertical clearance required for Road Bridge above the HFL is _____

11 / 15

The type of bridge which is preferred when the width of the lineal waterways is upto 6 m

12 / 15

In erection of bridges the Incremental launching method is used when the bridge decks are greater than

13 / 15

Coefficient of discharge through the bridge for sharp entry is taken as

14 / 15

Which of the following are the examples of river training works?
i. Cut-off
ii. Embankments
iii. Spurs

15 / 15

Extradosed bridges combine the characteristics of

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