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Highway Engineering MCQ Interview Questions and Answers
1.
Nagpur road plan formula were prepared by assuming
rectangular or block road pattern
radial or star and block road pattern
radial or star and circular road pattern
radial or star and grid road pattern
2.
Select the correct statement.
Nagpur road plan formula take into account the towns with very large population.
Nagpur road plan has a target road length of 32 km per 100 square km.
Second 20-year plan has provided 1600 km of expressways out of the proposed National highway.
Second 20-year plan allowed deduction of length of railway track in the area while calculating the length of roads.
3.
The sequence of four stages of survey in a highway alignment is
reconnaissance, map study, preliminary survey and detailed survey
map study, preliminary survey, reconnaissance and detailed survey
map study, reconnaissance, preliminary survey and detailed survey
preliminary survey, map study, reconnaissance and detailed survey
4.
The shape of the camber, best suited for cement concrete pavements, is
straight line
parabolic
elliptical
combination of straight and parabolic
5.
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is
1 in 30
1 in 36
1 in 48
1 in 60
6.
The stopping sight distance depends upon
total reaction time of driver
speed of vehicle
efficiency of brakes
all of the above
7.
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in
slipping
skidding
turning
revolving
8.
Coefficient of friction is less when the pavement surface is
rough
dry
smooth and dry
smooth and wet
9.
The shoulder provided along the road edge should be
rougher than the traffic lanes
smoother than the traffic lanes
of same colour as that of the pavement
of very low load bearing capacity
10.
Camber in the road is provided for
effective drainage
counteracting the centrifugal force
having proper sight distance
none of the above
11.
Compared to a level surface, on a descending gradient the stopping sight distance is
less
more
same
dependent on the speed
12.
On a single lane road with two way traffic, the minimum stopping sight distance is equal to
stopping distance
two times the stopping distance
half the stopping distance
three times the stopping distance
13.
The desirable length of overtaking zone as per IRC recommendation is equal to
overtaking sight distance
two times the overtaking sight distance
three times the overtaking sight distance
five times the overtaking sight distance
14.
Stopping sight distance is always
less than overtaking sight distance
equal to overtaking sight distance
more than overtaking sight distance
none of the above
15.
Reaction time of a driver
increases with increase in speed
decreases with increase in speed
is same for all speeds
none of the above
16.
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is
30m
60m
120m
180m
17.
The effect of grade on safe overtaking sight distance is
to increase it on descending grades and to decrease it on ascending grades
to decrease it on descending grades and to increase it on ascending grades
to increase it on both descending and ascending grades
to decrease it on both descending and ascending grades
18.
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is
60 kmph
80 kmph
100 kmph
120 kmph
19.
The terrain may be classified as rolling terrain if the cross slope of land is
upto 10%
between 10% and 25%
between 25% and 60%
more than 60%
20.
If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be
less than b/2h and greater than co-efficient of lateral friction
less than b/2h and also less than co-efficient of lateral friction
greater than b/2h and less than co-efficient of lateral friction
greater than b/2h and also greater than coefficient of lateral friction
21.
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is
1 in 15
1 in 12.5
1 in 10
equal to camber
22.
For the design of super elevation for mixed traffic conditions, the speed is reduced by
15%
20%
25%
75%
23.
On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be
more than the pressure on inner wheels
less than the pressure on inner wheels
equal to the pressure on inner wheels
zero
24.
For a constant value of coefficient of lateral friction, the value of required super-elevation increases with
increase in both speed and radius of curve
decrease in both speed and radius of curve
increase in speed and with decrease in radius of curve
decrease in speed and with increase in radius of curve
25.
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by
8 kmph
12kmph
16kmph
20 kmph
26.
The absolute minimum radius of curve for safe operation for a speed of 110 kmph is
110 m
220 m
440 m
577 m
27.
The attainment of super elevation by rotation of pavement about the inner edge of the pavement
is preferable in steep terrain
results in balancing the earthwork
avoids the drainage problem in flat terrain
does not change the vertical alignment of road
28.
Select the correct statement.
Psychological extra widening depends on the number of traffic lanes.
Mechanical extra widening depends on the speed of vehicle.
Psychological extra widening depends on the length of wheel base.
Psychological extra widening depends on the speed of vehicle.
29.
In case of hill roads, the extra widening is generally provided
equally on inner and outer sides of the curve
fully on the inner side of the curve
fully on the outer side of the curve
one-fourth on inner side and three-fourth on outer side of the curve
30.
The transition curve used in the horizontal alignment of highways as per IRC recommendations is
spiral
lemniscate
cubic parabola
any of the above
31.
For design, that length of transition curve should be taken which is
based on allowable rate of change of centrifugal acceleration
based on rate of change of super elevation
higher of (A. and (B.
smaller of (A. and (B.
32.
The maximum design gradient for vertical profile of a road is
ruling gradient
limiting gradient
exceptional gradient
minimum gradient
33.
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is
0.1 %
1 %
10%
no compensation
34.
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be
3 %
4%
5 %
6%
35.
The camber of road should be approximately equal to
longitudinal gradient
two times the longitudinal gradient
three times the longitudinal gradient
half the longitudinal gradient
36.
Which of the following shapes is preferred in a valley curve ?
simple parabola
cubic parabola
spiral
lemniscate
37.
The value of ruling gradient in plains as per IRC recommendation is
1 in 12
1 m 15
1 in 20
1 in 30
38.
In case of summit curves, the deviation angle will be maximum when
an ascending gradient meets with another ascending gradient
an ascending gradient meets with a descending gradient
a descending gradient meets with another descending gradient
an ascending gradient meets with a level surface
39.
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression
0.38 N V3/2
0.38 (NV3)”2
3.8 NV”2
3.8 (NV3)”2
40.
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be
zero
64m
80m
60m
41.
Highway facilities are designed for
annual average hourly volume
annual average daily traffic
thirtieth highest hourly volume
peak hourly volume of the year
42.
Enoscope is used to find
average speed
spot speed
space-mean speed
time-mean speed
43.
For highway geometric design purposes the speed used is
15th percentile
50 “”percentile
85th percentile
98 “”percentile
44.
Select the correct statement.
Traffic volume should always be more than traffic capacity.
Traffic capacity should always be more than traffic volume.
Spot speed is the average speed of a vehicle at a specified section.
85th percentile speed is more than 98th percentile speed.
45.
Length of a vehicle affects
width of traffic lanes
extra width of pavement and minimum turning radius
width of shoulders and parking facilities
clearance to be provided under structures such as overbridges, under-bridges etc.
46.
The maximum width of a vehicle as recommended by IRC is
1.85m
2.44 m
3.81 m
4.72 m
47.
Desire lines are plotted in
traffic volume studies
speed studies
accident studies
origin and destination studies
48.
Which of the following methods is preferred for collecting origin and destination data for a small area like a mass business center or a large intersection ?
road side interview method
license plate method
return postcard method
home interview method
49.
The diagram which shows the approximate path of vehicles and pedestrians involved in accidents is known as
spot maps
pie charts
condition diagram
collision diagram
50.
With increase in speed of the traffic stream, the minimum spacing of vehicles
increases
decreases
first decreases and then increases after reaching a minimum value at optimum speed
first increases and then decreases after reaching a maximum value at optimum speed
51.
Which of the following is known as design capacity ?
basic capacity
theoretical capacity
possible capacity
practical capacity
52.
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is
2500 vehicles per day
2000 vehicles per hour
2500 vehicles per hour
1000 vehicles per hour
53.
With increase in speed of the traffic stream, the maximum capacity of the lane
increases
decreases
first increases and then decreases after reaching a maximum value at optimum speed
first decreases and then increases after reaching a minimum value at optimum speed
54.
Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is
1.0
2.0
0.5
10
55.
If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is
1500 vehicles per hour
2000 vehicles per hour
2500 vehicles per hour
3000 vehicles per hour
56.
Scientific planning of transportation system and mass transit facilities in cities should be based on
spot speed data
origin and destination data
traffic volume data
accident data
57.
The diagram which shows all important physical conditions of an accident location like roadway limits, bridges, trees and all details of roadway conditions is known as
pie chart
spot maps
condition diagram
collision diagram
58.
When the speed of traffic flow becomes zero,then
traffic density attains maximum value whereas traffic volume becomes zero
traffic density and traffic volume both attain maximum value
traffic density and traffic volume both become zero
traffic density becomes zero whereas traffic volume attains maximum value
59.
On a right angled road intersection with two way traffic, the total number of conflict points is
6
11
18
24
60.
The background colour of the informatory sign board is
red
yellow
green
white
61.
Which of the following is indicated by a warning sign ?
level crossing
no parking
end of speed limit
overtaking prohibited
62.
“Dead Slow” is a
regulatory sign
warning sign
informatory sign
none of the above
63.
The most efficient traffic signal system is
simultaneous system
alternate system
flexible progressive system
simple progressive system
64.
The provision of traffic signals at intersections
reduces right angled and rear end collisions
increases right angled and rear end collisions
reduces right angled collisions but may increase rear end collisions
reduces rear end collisions but may increase right angled collisions
65.
Select the incorrect statement.
Stop or red time of a signal is the sum of go and clearance intervals for the cross flow.
Go or green time of a signal is the sum of stop and clearance intervals for the cross flow.
Clearance time is generally 3 to 5 seconds.
The cycle length is normally 40 to 60 seconds for two phase signals.
66.
Center line markings are used
to designate traffic lanes
in roadways meant for two way traffic
to indicate that overtaking is not permitted
to designate proper lateral placement of vehicles before turning to different directions
67.
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as
stop lines
turn markings
crosswalk lines
lane lines
68.
The entrance and exit curves of a rotary have
equal radii and equal widths of pavement
equal radii but pavement width is more at entrance than at exit curve
equal pavement widths but radius is more at entrance curve than at exit curve
different radii and different widths of pavement
69.
When two equally important roads cross roughly at right angles, the suitable shape of central island is
circular
elliptical
tangent
turbine
70.
The maximum number of vehicles beyond which the rotary may not function efficiently is
500 vehicles per hour
500 vehicles per day
5000 vehicles per hour
5000 vehicles per day
71.
A traffic rotary is justified where
number of intersecting roads is between 4 and 7
space is limited and costly
when traffic volume is less than 500 vehicles per hour
when traffic volume is more than 5000 vehicles per hour
72.
When a number of roads are meeting at a point and only one of the roads is important, then the suitable shape of rotary is
circular
tangent
elliptical
turbine
73.
Maximum number of vehicles can be parked with
parallel parking
30° angle parking
45° angle parking
90° angle parking
74.
When the width of kerb parking space and width of street are limited, generally preferred parking system is
parallel parking
45° angle parking
65° angle parking
90° angle parking
75.
As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is
10 lux
15 lux
20 lux
30 lux
76.
The most economical lighting layout which is suitable for narrow roads is
single side lighting
staggered system
central lighting system
none of the above
77.
The direct interchange ramp involves
diverging to the right side and merging from left
diverging to the left side and merging from right
diverging to the right side and merging from right
diverging to the left side and merging from left
78.
In soils having same values of plasticity index, if liquid limit is increased, then
compressibility and permeability decrease and dry strength increases
compressibility, permeability and dry strength decrease
compressibility, permeability and dry strength increase
compressibility and permeability increase and dry strength decreases
79.
Which of the following tests measures the toughness of road aggregates ?
crushing strength test
abrasion test
impact test
shape test
80.
Los Angeles testing machine is used to conduct
abrasion test
impact test
attrition test
crushing strength test
81.
In CBR test the value of CBR is calculated at
2.5 mm penetration only
5.0 mm penetration only
7.5 mm penetration only
both 2.5mm and 5.0 mm penetrations
82.
If aggregate impact value is 20 to 30 percent, then it is classified as
exceptionally strong
strong
satisfactory for road surfacing
unsuitable for road surfacing
83.
The maximum allowable Los Angeles abrasion value for high quality surface course is
10%
20 %
30%
45 %
84.
Percentage of free carbon in bitumen is
more than that in tar
less than that in tar
equal to that in tar
none of the above
85.
The ductility value of bitumen for suitability in road construction should not be less than
30 cm
40 cm
50 cm
60 cm
86.
The maximum limit of water absorption for aggregate suitable for road construction is
0.4 %
0.6%
0.8 %
1.0 %
87.
Which of the following represents hardest grade of bitumen ?
30/40
60/70
80/100
100/120
88.
Penetration test on bitumen is used for determining its
grade
viscosity
ductility
temperature susceptibility
89.
Bitumen of grade 80/100 means
its penetration value is 8 mm
its penetration value is 10 mm
its penetration value is 8 to 10 mm
its penetration value is 8 to 10 cm
90.
RC-2, MC-2 and SC-2 correspond to
same viscosity
viscosity in increasing order from RC-2 to SC-2
viscosity in decreasing order from RC-2 to SC-2
none of the above
91.
The recommended grade of tar for grouting purpose is
RT-1
RT-2
RT.3
RT-5
92.
Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be
less-than 40°C
greater than 40°C
equal to 40°C
none of the above
93.
For rapid curing cutbacks, the oil used is
gasoline
kerosene oil
light diesel
heavy diesel
94.
The method of design of flexible pavement as recommended by IRC is
group index method
CBR method
Westergaard method
Benkelman beam method
95.
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is
0
3
5
7
96.
Bottom most layer of pavement is known as
wearing course
base course
sub-base course
subgrade
97.
Flexible pavement distribute the wheel load
directly to subgrade
through structural action
through a set of layers to the subgrade
none of the above
98.
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is
1000
10000
100000
1000000
99.
. Group index method of design of flexible pavement is
a theoretical method
an empirical method based on physical properties of subgrade soil
an empirical method based on strength characteristics of subgrade soil
a semi empirical method
100.
. Select the correct statement.
More the value of group index, less thickness of pavement will be required.
More the value of CBR, greater thickness of pavement will be required.
Minimum and maximum values of group index can be 0 and 20 respectively.
all of the above
101.
. If the group index value of subgrade is between 5 and 9, then the subgrade is treated as
good
fair
poor
very poor
102.
. Tyre pressure influences the
total depth of pavement
quality of surface course
both the above
none of the above
103.
. Rigidity factor for a tyre pressure greater than 7 kg/cm2 is
equal to 1
less than 1
greater than 1
zero
104.
. The critical combination of stresses for corner region in cement concrete roads is
load stress + warping stress frictional stress
load stress + warping stress + frictional stress
load stress + warping stress
load stress + frictional stress
105.
. Tie bars in cement concrete pavements are at
expansion joints
contraction joints
warping joints
longitudinal joints
106.
. The maximum spacing of contraction joints in rigid pavements is
2.5 m
3.5 m
4.5 m
5.5m
107.
. The maximum thickness of expansion joint in rigid pavements is
0
25 mm
50 mm
100 mm
108.
. The function of an expansion joint in rigid pavements is to
relieve warping stresses
relieve shrinkage stresses
resist stresses due to expansion
allow free expansion
109.
. The fundamental factor in the selection of pavement type is
climatic condition
type and intensity of traffic
subgrade soil and drainage conditions
availability of funds for the construction project
110.
. Most suitable material for highway embankments is
granular soil
organic soil
silts
clays
111.
. Maximum daily traffic capacity of bituminous pavements is
500 tonnes per day
1000 tonnes per day
1500 tonnes per day
2000 tonnes per day
112.
. The most suitable equipment for compacting clayey soils is a
smooth wheeled roller
pneumatic tyred roller
sheep foot roller
vibrator
113.
. The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is
8 cubic meter
10 cubic meter
12 cubic meter
15 cubic meter
114.
. The camber of shoulders in water bound macadam roads is
equal to the cross slope of pavement
less than the cross slope of pavement
greater than the cross slope of pavement
zero
115.
. The binder normally used in flexible pavement construction is
cement
lime
bitumen
none of the above
116.
. In highway construction, rolling starts from
sides and proceed to centre
centre and proceed to sides
one side and proceed to other side
any of the above
117.
. For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is
dry rolling, wet rolling, application of screening and application of filler
dry rolling, application of filler, wet rolling and application of screening
dry rolling, application of screening, wet rolling and application of filler
dry rolling, application of screening, application of filler and wet rolling
118.
. In the penetration macadam construction, the bitumen is
sprayed after the aggregates are spread and compacted
premixed with aggregates and then spread
sprayed before the aggregates are spread and compacted
none of the above
119.
. When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment to be given is
seal coat
tack coat
prime coat
spray of emulsion
120.
. Which of the following premix methods is used for base course ?
bituminous carpet
mastic asphalt
sheet asphalt
bituminous bound macadam
121.
. Select the correct statement.
Quantity of binder required for tack coat is less than that required for prime coat.
Prime coat treatment is given for plugging the voids in water bound macadam during bituminous road construction.
Seal coat is the final coat over certain previous bituminous pavements.
A bitumen primer is a high viscosity cutback.
122.
. The suitable surfacing material for a bridge deck slab is
sheet asphalt
bituminous carpet
mastic asphalt
rolled asphalt
123.
. Which of the following is considered to be the highest quality construction in the group of black top pavements ?
mastic asphalt
sheet asphalt
bituminous carpet
bituminous concrete
124.
. The thickness of bituminous carpet varies from
20 to 25 mm
50 to 75 mm
75 to 100 mm
100 to 120 mm
125.
. Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ?
mastic asphalt
sheet asphalt
bituminous carpet
bituminous concrete
126.
. In highway construction on super elevated curves, the rolling shall proceed from
sides towards the centre
centre towards the sides
lower edge towards the upper edge
upper edge towards the lower edge
127.
. The camber for hill roads in case of bituminous surfacing is adopted as
2%
2.5%
3%
4%
128.
. The minimum design speed for hairpin bends in hill roads is taken as
20 kmph
30 kmph
40 kmph
50 kmph
129.
. The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as
sloping drain
catchwater drain
side drain
cross drain
130.
. The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as
retaining wall
breast wall
parapet wall
none of the above
131.
. In hill roads the side drains arc provided
only on the hill side of road
only on the opposite side of hill
on both sides of road
none of the above
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