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Previous GATE
Recent questions in Transportation Engineering
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0 votes
0
0 answers
GATE2015-1-22
The penetration value of a bitumen sample tested at $25^{\circ}C$ is $80$. When this sample is heated to $60^{\circ}C$ and tested again, the needle of the penetration tes...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Highway Pavements
gate2015-ce-1
numerical-answers
transportation-engineering
highway-pavements
desirable-properties-of-bitumen
tests-on-bitumen
+
–
0
0 votes
0
0 answers
GATE2015-1-23
Which of the following statements CANNOT be used to describe free flow speed $(u_f)$ of a traffic stream?$(u_f)$ is the speed when flow is negligible$(u_f)$ is the speed ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
0 votes
0
0 answers
GATE2015-1-51
The acceleration-time relationship for a vehicle subjected to non-uniform acceleration is,$$\dfrac{dv}{dt} = (\alpha\: – \beta v_0) e^{ - \beta t}$$where, $v$ is the spee...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
numerical-answers
traffic-engineering
transportation-engineering
speed
acceleration-time-relationship
+
–
0
0 votes
0
0 answers
GATE2015-1-52
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 ...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
transportation-engineering
traffic-engineering
accident-study
+
–
0
0 votes
0
0 answers
GATE2015-1-53
A sign is required to be put up asking drivers to slow down to $30$ km/h before entering Zone $Y$ (see figure). On this road, vehicles require $174$ m to slow down to $30...
Milicevic3306
1.1k
points
asked
Mar 26, 2018
Traffic Engineering
gate2015-ce-1
numerical-answers
transportation-engineering
traffic-engineering
traffic-signs
+
–
0
0 votes
0
0 answers
GATE2014-2-51
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 ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-2
transportation-engineering
traffic-engineering
traffic-studies-on-flow-and-speed
+
–
0
0 votes
0
0 answers
GATE2014-2-52
On a section of a highway the speed-density relationship is linear an is given by $v=\big[80 – \dfrac{2}{3}k\big]$; where $v$ is in km/h and $k$ is in veh/km. The capacit...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Highway Pavements
gate2014-ce-2
highway-pavements
transportation-engineering
geometric-design-of-highways
+
–
0
0 votes
0
0 answers
GATE2014-2-53
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 ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-2
numerical-answers
traffic-engineering
transportation-engineering
signal-design
+
–
0
0 votes
0
0 answers
GATE2014-2-55
The chainage of the intersection point of two straight is $1585.60$ m and the angle of intersection is $140^{\circ}$. If the radius of a circular curve is $600.00$ m, the...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-2
traffic-engineering
transportation-engineering
types-of-intersections
+
–
0
0 votes
1
1 answer
GATE2014-2-24
A road is being designed for a speed of $110$ km/hr on a horizontal curve with a super elevation of $8 \%$. If the coefficient of side friction is $0.10$, the minimum rad...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Transportation Infrastructure
gate2014-ce-2
transportation-engineering
transportation-infrastructure
geometric-design-of-highways
+
–
0
0 votes
0
0 answers
GATE2014-2-27
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 havin...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Highway Pavements
gate2014-ce-2
numerical-answers
highway-pavements
transportation-engineering
poisson-distributed
probability
+
–
0
0 votes
0
0 answers
GATE2014-2-23
The average spacing between vehicles in a traffic stream is $50$ m, then the density (in veh/km) of the stream is _______
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-2
numerical-answers
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
0 votes
0
0 answers
GATE2014-1-50
A traffic survey conducted on a road yields an average daily traffic count of $5000$ vehicles. The axle load distribution on the same road is given in the following table...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-1
numerical-answers
traffic-engineering
transportation-engineering
statistical-analysis-of-traffic-data
+
–
0
0 votes
1
1 answer
GATE2014-1-51
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 (a...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Transportation Infrastructure
gate2014-ce-1
numerical-answers
transportation-engineering
transportation-infrastructure
sight-distances
+
–
0
0 votes
0
0 answers
GATE2014-1-52
The speed-density $(u-k)$ relationship on a single lane road with unidirectional flow is $u=70-0.77k$, where $u$ is in km/hr and $k$ is in veh/km. The capacity of the roa...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-1
numerical-answers
traffic-engineering
transportation-engineering
speed-density-relationship
+
–
0
0 votes
0
0 answers
GATE2014-1-53
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 ti...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-1
numerical-answers
traffic-engineering
transportation-engineering
webster's-method
+
–
0
0 votes
0
0 answers
GATE2014-1-29
A traffic office imposes on an average $5$ number of penalties daily on traffic violators. Assume that the number of penalties on different days is independent and follow...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-1
numerical-answers
traffic-engineering
transportation-engineering
probability
poisson-distribution
+
–
0
0 votes
0
0 answers
GATE2014-1-23
The minimum value of $15$ minute peak hour factor on a section of a road is$0.10$$0.20$$0.25$$0.33$
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2014-ce-1
traffic-engineering
transportation-engineering
peak-hour-factor
+
–
0
0 votes
0
0 answers
GATE2014-1-24
The following statements are related to temperature stresses developed in concrete pavement slabs with free edges (without any restraint):The temperature stresses will be...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Highway Pavements
gate2014-ce-1
highway-pavements
transportation-engineering
concrete-pavements
+
–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 45
The percent voids in mineral aggregate (VMA) and percent air voids $(V_v)$ in a compacted cylindrical bituminous mix specimen are $15$ and $4.5$ respectively. The percent...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Transportation Engineering
gate2013-ce
highway-pavements
transportation-engineering
bituminous-mix
bitumen
+
–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 22
Select the strength parameter of concrete used in design of plain jointed cement concrete pavements from the following choices:Tensile strengthCompressive strengthFlexura...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Highway Pavements
gate2013-ce
highway-pavements
transportation-engineering
concrete-pavements
+
–
1
1 vote
0
0 answers
GATE Civil 2013 | Question: 23
It was observed that $150$ vehicles crossed a particular location of a highway in a duration of $30$ minutes. Assuming that vehicle arrival follows a negative exponential...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Highway Pavements
gate2013-ce
highway-pavements
transportation-engineering
exponential-distribution
probability-and-statistics
engineering-mathematics
numerical-answers
+
–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 24
For two major roads with divided carriageway crossing at right angle, a full clover leaf interchange with four indirect ramps is provided. Following statements are made o...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Transportation Infrastructure
gate2013-ce
transportation-infrastructure
transportation-engineering
geometric-design-of-highways
+
–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 44
A pavement designer has arrived at a design traffic of $100$ million standard axles for a newly developing national highway as per $IRC:37$ guidelines using the following...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2012-ce
traffic-engineering
transportation-engineering
traffic-growth-rate
statistical-analysis-of-traffic-data
+
–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 45
The following data are related to a horizontal curved portion of a two-lane highway: length of curve $200$ m, radius of curve $=300$ m and with of pavement $=7.5$ m. In o...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Transportation Infrastructure
gate2012-ce
transportation-engineering
transportation-infrastructure
geometric-design-of-highways
+
–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 46
A two-lane urban road with one-way traffic has a maximum capacity of $1800$ vehicles/hour. Under the jam condition, the average length occupied by the vehicles is $5.0 \:...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2012-ce
traffic-engineering
transportation-engineering
traffic-volume
+
–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 22
Two major roads with two lanes each are crossing in an urban area to form an un-controlled intersection. The number of conflict points when both roads are one-way is “X” ...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Traffic Engineering
gate2012-ce
traffic-engineering
transportation-engineering
urban-roads
+
–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 23
Two bitumen samples “X” and “Y” have softening points $45^{\circ}C$ and $60^{\circ}C$, respectively. Consider the following statements:Viscosity of “X” will be higher tha...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Highway Pavements
gate2012-ce
transportation-engineering
highway-pavements
bitumen
softening-point-of-bitumen
+
–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 24
Road roughness is measured usingBenkelman beamBump integratorDynamic cone penetrometerFalling weight deflectometer
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Transportation Infrastructure
gate2012-ce
transportation-infrastructure
transportation-engineering
urban-roads
geometric-design-of-highways
+
–
0
0 votes
1
1 answer
GATE2018 CE-2: 54
A $7.5$ m wide two-lane road on a plain terrain is to be laid along a horizontal curve of radius $510$ m. For a design speed of $100$ kmph, super elevation is provided as...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-2
numerical-answers
traffic-engineering
transportation-engineering
urban-roads
+
–
0
0 votes
0
0 answers
GATE2018 CE-2: 53
The space mean speed (kmph) and density (vehicles/km) of a traffic stream are linearly related. The free flow speed and jam density are $80$ kmph and $100$ vehicles/km re...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-2
numerical-answers
traffic-engineering
transportation-engineering
traffic-studies-on-flow-and-speed
+
–
0
0 votes
0
0 answers
GATE2018 CE-2: 35
A car follows a slow moving truck (travelling at a speed of $10$ m/s) on a two-lane two-way highway. The car reduces its speed to $10$ m/s and follows the truck maintaini...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-2
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
0 votes
0
0 answers
GATE2018 CE-2: 16
Peak Hour Factor (PHF) is used to represent the proportion of peak sub-hourly traffic flow within the peak hour. If $15$-minute sub-hours are considered, the theoreticall...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-2
peak-hour-factor
traffic-engineering
transportation-engineering
+
–
0
0 votes
0
0 answers
GATE2018 CE-2: 17
As per $\text{IRC:}37-2012$, in order to control subgrade rutting in flexible pavements, the parameter to be considered ishorizontal tensile strain at the bottom of bitum...
gatecse
615
points
asked
Feb 17, 2018
Highway Pavements
gate2018-ce-2
highway-pavements
transportation-engineering
design-of-pavements-using-irc-codes
+
–
0
0 votes
1
1 answer
GATE2018 CE-1: 54
Given the following data: design life $n=15$ years, lane distribution factor $D=0.75$, annual rate of growth of commercial vehicles $r=6 \%$, vehicle damage factor $F=4$ ...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-1
traffic-engineering
numerical-answers
transportation-engineering
statistical-analysis-of-traffic-data
+
–
0
0 votes
1
1 answer
GATE2018 CE-1: 55
An aircraft approaches the threshold of a runway strip at a speed of $200$ km/h. The pilot decelerates the aircraft at a rate of $1.697 \: m/s^2$ and takes $18 \: s$ to e...
gatecse
615
points
asked
Feb 17, 2018
Transportation Engineering
gate2018-ce-1
numerical-answers
transportation-engineering
traffic-engineering
runway-length
+
–
–1
–1 vote
3
3 answers
GATE2018 CE-1: 34
A priority intersection has a single-lane oneway traffic road crossing an undivided two-lane two-way traffic road. The traffic stream speed on the single lane road is $20...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-1
traffic-engineering
transportation-engineering
traffic-stream
+
–
0
0 votes
0
0 answers
GATE2018 CE-1: 13
There are $20,000$ vehicles operating in a city with an average annual travel of $12,000$ km per vehicle. The NOx emission rate is $2.0$ g/km per vehicle. The total annua...
gatecse
615
points
asked
Feb 17, 2018
Traffic Engineering
gate2018-ce-1
transportation-engineering
traffic-engineering
statistical-analysis-of-traffic-data
+
–
0
0 votes
1
1 answer
GATE2018 CE-1: 14
A bitumen sample has been graded as $\text{VG}30$ as per $\text{IS:}73-2013$. The $'30'$ in the grade means thatpenetration of bitumen at $25^{\circ}C$ is between $20$ an...
gatecse
615
points
asked
Feb 17, 2018
Highway Pavements
gate2018-ce-1
transportation-engineering
highway-pavements
desirable-properties-of-bitumen
tests-on-bitumen
+
–
0
0 votes
0
0 answers
GATE2018 CE-1: 15
The speed-density relationship for a road section is shown in the figure.The shape of the flow-density relationship ispiecewise linearparabolicinitially linear than parab...
gatecse
615
points
asked
Feb 17, 2018
Transportation Infrastructure
gate2018-ce-1
transportation-engineering
speed-density-relationship
transportation-infrastructure
+
–
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