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Previous year question hub

Transportation Infrastructure - Transportation Engineering - Civil Engineering Previous Year Questions

Practice Transportation Infrastructure - Transportation Engineering - Civil Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

15Papers
12Years
26Questions
1Topics

Transportation Infrastructure question pattern

Every graph below is calculated only from this selection.

Questions by year

Year-wise coverage for Transportation Infrastructure. Each bar uses a separate theme-derived color.

Difficulty distribution

How the classified questions are distributed by difficulty.

Easy 18 69.2%
Medium 8 30.8%

Question type distribution

MCQ, numerical, multiple-select and other formats found in these papers.

MCQ 18 69.2%
Numerical Answer Type (NAT) 7 26.9%
MSQ 1 3.8%

Subject weightage

Top subjects by unique question coverage.

Civil Engineering
26 Qs

Most asked topics

Top topics across the included previous year papers.

Transportation Engineering
26 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Transportation Infrastructure
26 Qs

Paper coverage

Question coverage for the most populated papers. Every active PYP paper remains listed below.

Civil Engineering (CE) 2026
3 Qs
Civil Engineering (CE) 2026
3 Qs
Civil Engineering (CE) 2025 [Session 1]
2 Qs
Civil Engineering (CE) 2025 [Session 2]
2 Qs
Civil Engineering (CE) 2024 [Session 2]
3 Qs
Civil Engineering (CE) 2024 [Session 1]
2 Qs
Civil Engineering (CE) 2022 [Session 2]
1 Qs
Civil Engineering (CE) 2020 [Session 2]
1 Qs
Civil Engineering (CE) 2019 [Session 2]
1 Qs
Civil Engineering (CE) 2017 [Session 2]
2 Qs
Civil Engineering (CE) 2016 [Session 2]
1 Qs
Civil Engineering (CE) 2014 [Session 2]
1 Qs
Civil Engineering (CE) 2011
1 Qs
Civil Engineering (CE) 2010
1 Qs
Civil Engineering (CE) 2008
2 Qs

Included previous year papers

Newest papers appear first. Sort by year, question coverage or name.

PaperYear / sessionQuestions in this viewOpen
Civil Engineering (CE) 202620263View paper
Civil Engineering (CE) 202620263View paper
Civil Engineering (CE) 2025 [Session 1]20252View paper
Civil Engineering (CE) 2025 [Session 2]20252View paper
Civil Engineering (CE) 2024 [Session 1]20242View paper
Civil Engineering (CE) 2024 [Session 2]20243View paper
Civil Engineering (CE) 2022 [Session 2]20221View paper
Civil Engineering (CE) 2020 [Session 2]20201View paper
Civil Engineering (CE) 2019 [Session 2]20191View paper
Civil Engineering (CE) 2017 [Session 2]20172View paper
Civil Engineering (CE) 2016 [Session 2]20161View paper
Civil Engineering (CE) 2014 [Session 2]20141View paper
Civil Engineering (CE) 201120111View paper
Civil Engineering (CE) 201020101View paper
Civil Engineering (CE) 200820082View paper

All Transportation Infrastructure previous year questions

Practice every matching question in batches of 20, with every available option.

1
2014 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2014 [Session 2]
The chainage of the intersection point of two straights is 1585.60 m and the angle of intersection is 140°. If the radius of a circular curve is 600.00 m, the tangent distance (in m) and length of the curve (in m), respectively are
Open complete paper
2
2016 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2016 [Session 2]
A circular curve of radius R connects two straights with a deflection angle of 60°. The tangent length is
Open complete paper
3
2017 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2017 [Session 2]
For a broad gauge railway track on a horizontal curve of radius \( R \) (in m), the equilibrium cant \( e \) required for a train moving at a speed of \( V \) (in km per hour) is
Open complete paper
4
2017 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2017 [Session 2]
The VPI (vertical point of intersection) is 100 m away (when measured along the horizontal) from the VPC (vertical point of curvature). If the vertical curve is parabolic, the length of the curve (in meters and measured along the horizontal) is ________
Open complete paper
5
2019 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2019 [Session 2]

A broad gauge railway line passes through a horizontal curved section (radius = 875 m) of length 200 m. The allowable speed on this portion is 100 km/h. For calculating the cant, consider the gauge as centre-to-centre distance between the rail heads, equal to 1750 mm. The maximum permissible cant (in mm, round off to 1 decimal place) with respect to the centre-to-centre distance between the rail heads is ______

Open complete paper
6
2020 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2020 [Session 2]

For the hottest month of the year at the proposed airport site, the monthly mean of the average daily temperature is 39°C. The monthly mean of the maximum daily temperature is 48°C for the same month of the year. From the given information, the calculated Airport Reference Temperature (in °C), is

Open complete paper
7
2022 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2022 [Session 2]
The base length of the runway at the mean sea level (MSL) is 1500 m. If the runway is located at an altitude of 300 m above the MSL, the actual length (in m) of the runway to be provided is _____. (round off to the nearest integer)
Open complete paper
8
2024 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2024 [Session 1]

As per the International Civil Aviation Organization (ICAO), the basic runway length is increased by x (%) for every y (m) raise in elevation from the Mean Sea Level (MSL). The values of x and y, respectively, are

Open complete paper
9
2024 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2024 [Session 1]
The number of trains and their corresponding speeds for a curved Broad Gauge section with 437 m radius, are
• 20 trains travel at a speed of 40 km/hr
• 15 trains travel at a speed of 50 km/hr
• 12 trains travel at a speed of 60 km/hr
• 8 trains travel at a speed of 70 km/hr
• 3 trains travel at a speed of 80 km/hr
If the gauge (center-to-center distance between the rail heads) is taken as 1750 mm, the required equilibrium cant (in mm) will be __________ (rounded off to the nearest integer).
Open complete paper
10
2024 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2024 [Session 2]
The longitudinal sections of a runway have gradients as shown in the table.
End to end for sections of runway (m)Gradient (%)
0 to 200+1.0
200 to 600−1.0
600 to 1200+0.8
1200 to 1600+0.2
1600 to 2000−0.5

Consider the reduced level (RL) at the starting point of the runway as 100 m.

The effective gradient of the runway is
Open complete paper
11
2024 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2024 [Session 2]

In general, the outer edge is raised above the inner edge in horizontal curves for

Open complete paper
12
2024 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2024 [Session 2]

A horizontal curve of radius 1080 m (with transition curves on either side) in a Broad Gauge railway track is designed and constructed for an equilibrium speed of 70 kmph. However, a few years after construction, the Railway Authorities decided to run express trains on this track. The maximum allowable cant deficiency is 10 cm. The maximum restricted speed (in kmph) of the express trains running on this track is __________ (rounded off to the nearest integer).

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13
2025 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2025 [Session 1]

The maximum degree of the curve that can be used for railways in a mountainous region is

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14
2025 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2025 [Session 1]
Road A and Road B are joined by a circular horizontal curve of radius 200 m as shown in the figure. Road A and Road B are tangential to the curve at the points C and D, respectively. Had the curve not been there, straight roads A and B would have met at the point E. The distance from C to E is 92 m. The value of angle θ (in degrees) is ______________ (rounded off to 1 decimal place).
Note: The value of angle θ is to be calculated only from the consideration of Euclidean geometry and the data given in the problem.

Question diagram

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15
2025 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2025 [Session 2]
After applying the correction for elevation and temperature, the runway length is 700 m. The corrected runway length (in m) for an effective gradient of 1% is ______ (round off to the nearest integer).
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16
2025 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2025 [Session 2]
The point where the road alignment changes from a tangent to a curve is known as ______.
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17
2008 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2008
A road is provided with a horizontal circular curve having deflection angle of 55° and centre line radius of 250 m. A transition curve is to be provided at each end of the circular curve of such a length that the rate of gain of radial acceleration is 0.3 m/s³ at a speed of 50 km per hour. Length of the transition curve required at each of the ends is
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18
2008 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2008
The set-back distance from the centre line of the inner lane is
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19
2010 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2010
Consider the following statements in the context of geometric design of roads.
I : A simple parabolic curve is an acceptable shape for summit curves
II : Comfort to passengers is an important consideration in the design of summit curves
The correct option evaluating the above statements and their relationship is
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20
2011 · Civil Engineering · Transportation Engineering · Transportation Infrastructure
Civil Engineering (CE) 2011
A vehicle negotiates a transition curve with uniform speed \(v\). If the radius of the horizontal curve and the allowable jerk are \(R\) and \(J\), respectively, the minimum length of the transition curve is
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Showing 20 of 26 questions