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Previous year question hub

Traffic Engineering - Transportation Engineering - Civil Engineering Previous Year Questions

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

26Papers
20Years
74Questions
1Topics

Traffic Engineering question pattern

Every graph below is calculated only from this selection.

Questions by year

Compare question counts across years.

Difficulty distribution

How the classified questions are distributed by difficulty.

Easy 39 52.7%
Medium 34 45.9%
Hard 1 1.4%

Question type distribution

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

MCQ 44 59.5%
Numerical Answer Type (NAT) 21 28.4%
Fill in the blanks 6 8.1%
MSQ 3 4.1%

Subject weightage

Top subjects by unique question coverage.

Civil Engineering
74 Qs

Most asked topics

Top topics across the included previous year papers.

Transportation Engineering
74 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Traffic Engineering
74 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
2 Qs
Civil Engineering (CE) 2025 [Session 1]
3 Qs
Civil Engineering (CE) 2025 [Session 2]
1 Qs
Civil Engineering (CE) 2024 [Session 1]
3 Qs
Civil Engineering (CE) 2024 [Session 2]
1 Qs
Civil Engineering (CE) 2023 [Session 2]
2 Qs
Civil Engineering (CE) 2022 [Session 2]
4 Qs
Civil Engineering (CE) 2021 [Session 2]
3 Qs
Civil Engineering (CE) 2020 [Session 2]
4 Qs
Civil Engineering (CE) 2019 [Session 2]
4 Qs
Civil Engineering (CE) 2018 [Session 2]
3 Qs
Civil Engineering (CE) 2017 [Session 2]
2 Qs
Civil Engineering (CE) 2016 [Session 2]
3 Qs
Civil Engineering (CE) 2016 [Session 1]
2 Qs
Civil Engineering (CE) 2015 [Session 1]
2 Qs
Civil Engineering (CE) 2015 [Session 2]
1 Qs
Civil Engineering (CE) 2014 [Session 2]
5 Qs
Civil Engineering (CE) 2014 [Session 1]
4 Qs
Civil Engineering (CE) 2013
2 Qs
Civil Engineering (CE) 2012
2 Qs
Civil Engineering (CE) 2011
4 Qs
Civil Engineering (CE) 2010
1 Qs
Civil Engineering (CE) 2009
2 Qs
Civil Engineering (CE) 2008
7 Qs
Civil Engineering (CE) 2007
4 Qs

Included previous year papers

Newest papers appear first. Search these papers or sort by year and name.

Paper nameYearPDFAttempt
Civil Engineering (CE) 20262026
3 questions in this view
2026
Civil Engineering (CE) 20262026
2 questions in this view
2026
Civil Engineering (CE) 2025 [Session 1]2025
3 questions in this view
2025
Civil Engineering (CE) 2025 [Session 2]2025
1 questions in this view
2025
Civil Engineering (CE) 2024 [Session 1]2024
3 questions in this view
2024
Civil Engineering (CE) 2024 [Session 2]2024
1 questions in this view
2024
Civil Engineering (CE) 2023 [Session 2]2023
2 questions in this view
2023
Civil Engineering (CE) 2022 [Session 2]2022
4 questions in this view
2022
Civil Engineering (CE) 2021 [Session 2]2021
3 questions in this view
2021
Civil Engineering (CE) 2020 [Session 2]2020
4 questions in this view
2020
Civil Engineering (CE) 2019 [Session 2]2019
4 questions in this view
2019
Civil Engineering (CE) 2018 [Session 2]2018
3 questions in this view
2018
Civil Engineering (CE) 2017 [Session 2]2017
2 questions in this view
2017
Civil Engineering (CE) 2016 [Session 1]2016
2 questions in this view
2016
Civil Engineering (CE) 2016 [Session 2]2016
3 questions in this view
2016
Civil Engineering (CE) 2015 [Session 1]2015
2 questions in this view
2015
Civil Engineering (CE) 2015 [Session 2]2015
1 questions in this view
2015
Civil Engineering (CE) 2014 [Session 1]2014
4 questions in this view
2014
Civil Engineering (CE) 2014 [Session 2]2014
5 questions in this view
2014
Civil Engineering (CE) 20132013
2 questions in this view
2013
Civil Engineering (CE) 20122012
2 questions in this view
2012
Civil Engineering (CE) 20112011
4 questions in this view
2011
Civil Engineering (CE) 20102010
1 questions in this view
2010
Civil Engineering (CE) 20092009
2 questions in this view
2009
Civil Engineering (CE) 20082008
7 questions in this view
2008
Civil Engineering (CE) 20072007
4 questions in this view
2007

All Traffic Engineering previous year questions

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

1
2007 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2007
If a two-lane national highway and a two-lane state highway intersect at right angles, the number of potential conflict points at the intersection, assuming that both the roads are two-way is
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2
2007 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2007
In signal design as per Indian Roads Congress specifications, if the sum of the ratios of normal flows to saturation flow of two directional traffic flow is 0.50 and the total lost time per cycle is 10 seconds, the optimum cycle length in seconds is
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3
2007 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2007
If the standard deviation of the spot speed of vehicles in a highway is 8.8 kmph and the mean speed of the vehicles is 33 kmph, the coefficient of variation in speed is
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4
2007 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2007
The design speed on a road is 60 kmph. Assuming the driver reaction time of 2.5 seconds and coefficient of friction of pavement surface as 0.35, the required stopping distance for two-way traffic on a single lane road is
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5
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 1]
The minimum value of 15 minute peak hour factor on a section of a road is
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6
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 1]
The perception-reaction time for a vehicle travelling at 90 km/h, given the coefficient of longitudinal friction of 0.35 and the stopping sight distance of 170 m (assume g = 9.81 m/s2), is ____________ seconds.
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7
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 1]
The speed-density (u-k) relationship on a single lane road with unidirectional flow is u = 70 - 0.7k, where u is in km/hr and k is in veh/km. The capacity of the road (in veh/hr) is ____________
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8
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 1]
An isolated three-phase traffic signal is designed by Webster’s method. The critical flow ratios for three phases are 0.20, 0.30, and 0.25 respectively, and lost time per phase is 4 seconds. The optimum cycle length (in seconds) is __________
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9
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 2]
The average spacing between vehicles in a traffic stream is 50 m, then the density (in veh/km) of the stream is
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10
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 2]
An observer counts 240 veh/h at a specific highway location. Assume that the vehicle arrival at the location is Poisson distributed, the probability of having one vehicle arriving over a 30-second time interval is ______________
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11
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 2]
A student riding a bicycle on a 5 km one-way street takes 40 minutes to reach home. The student stopped for 15 minutes during this ride. 60 vehicles overtook the student (assume the number of vehicles overtaken by the student is zero) during the ride and 45 vehicles while the student stopped. The speed of vehicle stream on that road (in km/hr) is
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12
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 2]
On a section of a highway the speed-density relationship is linear and is given by \[ v = [80 - \frac{2}{3}k] \] where v is in km/h and k is in veh/km. The capacity (in veh/h) of this section of the highway would be
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13
2014 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2014 [Session 2]
A pre-timed four phase signal has critical lane flow rate for the first three phases as 200, 187 and 210 veh/hr with saturation flow rate of 1800 veh/hr/lane for all phases. The lost time is given as 4 seconds for each phase. If the cycle length is 60 seconds, the effective green time (in seconds) of the fourth phase is __________
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14
2015 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2015 [Session 1]
The acceleration-time relationship for a vehicle subjected to non-uniform acceleration is,
\[\frac{dv}{dt} = (\alpha - \beta v_0)e^{-\beta t}\]
where, \(v\) is the speed in m/s, \(t\) is the time in s, \(\alpha\) and \(\beta\) are parameters, and \(v_0\) is the initial speed in m/s. If the accelerating behavior of a vehicle, whose driver intends to overtake a slow moving vehicle ahead, is described as,
\[\frac{dv}{dt} = (\alpha - \beta v)\]
Considering \(\alpha = 2\) m/s², \(\beta = 0.05\) s⁻¹ and \(\frac{dv}{dt} = 1.3\) m/s² at \(t = 3\) s, the distance (in m) travelled by the vehicle in 35 s is ______________.
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15
2015 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2015 [Session 1]
On a circular curve, the rate of superelevation is \(e\). While negotiating the curve a vehicle comes to a stop. It is seen that the stopped vehicle does not slide inwards (in the radial direction). The coefficient of side friction is \(f\). Which of the following is true:
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16
2015 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2015 [Session 2]
The relation between speed u (in km/h) and density k (number of vehicles / km) for a traffic stream on a road is u = 70 – 0.7k. The capacity on this road is __________ vph (vehicles/hour).
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17
2016 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2016 [Session 1]
In a one-lane one-way homogeneous traffic stream, the observed average headway is 3.0 s. The flow (expressed in vehicles/hr) in this traffic stream is__________
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18
2016 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2016 [Session 1]
While traveling along and against the traffic stream, a moving observer measured the relative flows as 50 vehicles/hr and 200 vehicles/hr, respectively. The average speeds of the moving observer while traveling along and against the stream are 20 km/hr and 30 km/hr, respectively. The density of the traffic stream (expressed in vehicles/km) is __________
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19
2016 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2016 [Session 2]
If the total number of commercial vehicles per day ranges from 3000 to 6000, the minimum percentage of commercial traffic to be surveyed for axle load is
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20
2016 · Civil Engineering · Transportation Engineering · Traffic Engineering
Civil Engineering (CE) 2016 [Session 2]
The critical flow ratios for a three-phase signal are found to be 0.30, 0.25, and 0.25. The total time lost in the cycle is 10 s. Pedestrian crossings at this junction are not significant. The respective Green times (expressed in seconds and rounded off to the nearest integer) for the three phases are
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Showing 20 of 74 questions