Highway Engineering Quiz | Highway Engineering Objective Type Questions and Answers

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Questions
21 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
A 0.38 N V3/2
B 0.38 (NV3)”2
C 3.8 NV”2
D 3.8 (NV3)”2

Answer: 0.38 (NV3)”2
22 In case of summit curves, the deviation angle will be maximum when
A an ascending gradient meets with another ascending gradient
B an ascending gradient meets with a descending gradient
C a descending gradient meets with another descending gradient
D an ascending gradient meets with a level surface

Answer: an ascending gradient meets with a descending gradient
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23 The value of ruling gradient in plains as per IRC recommendation is
A 1 in 12
B 1 m 15
C 1 in 20
D 1 in 30

Answer: 1 in 30
24 Which of the following shapes is preferred in a valley curve ?
A simple parabola
B cubic parabola
C spiral
D lemniscate

Answer: cubic parabola
25 The camber of road should be approximately equal to
A longitudinal gradient
B two times the longitudinal gradient
C three times the longitudinal gradient
D half the longitudinal gradient

Answer: half the longitudinal gradient
26 If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be
A 3 %
B 4%
C 5 %
D 6%

Answer: 4%
27 The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is
A 0.1 %
B 1 %
C 10%
D no compensation

Answer: no compensation
28 The maximum design gradient for vertical profile of a road is
A ruling gradient
B limiting gradient
C exceptional gradient
D minimum gradient

Answer: ruling gradient
29 For design, that length of transition curve should be taken which is
A based on allowable rate of change of centrifugal acceleration
B based on rate of change of super elevation
C higher of (a) and (b)
D smaller of (a) and (b)

Answer: higher of (a) and (b)
30 The transition curve used in the horizontal alignment of highways as per IRC recommendations is
A spiral
B lemniscate
C cubic parabola
D any of the above

Answer: spiral
31 In case of hill roads, the extra widening is generally provided
A equally on inner and outer sides of the curve
B fully on the inner side of the curve
C fully on the outer side of the curve
D one-fourth on inner side and three-fourth on outer side of the curve

Answer: fully on the inner side of the curve
32 Select the correct statement.
A Psychological extra widening depends on the number of traffic lanes.
B Mechanical extra widening depends on the speed of vehicle.
C Psychological extra widening depends on the length of wheel base.
D Psychological extra widening depends on the speed of vehicle.

Answer: Psychological extra widening depends on the speed of vehicle.
33 The attainment of super elevation by rotation of pavement about the inner edge of the pavement
A is preferable in steep terrain
B results in balancing the earthwork
C avoids the drainage problem in flat terrain
D does not change the vertical alignment of road

Answer: avoids the drainage problem in flat terrain
34 The absolute minimum radius of curve for safe operation for a speed of 110 kmph is
A 110 m
B 220 m
C 440 m
D 577 m

Answer: 440 m
35 To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by
A 8 kmph
B 12kmph
C 16kmph
D 20 kmph

Answer: 16kmph
36 For a constant value of coefficient of lateral friction, the value of required super-elevation increases with
A increase in both speed and radius of curve
B decrease in both speed and radius of curve
C increase in speed and with decrease in radius of curve
D decrease in speed and with increase in radius of curve

Answer: decrease in speed and with increase in radius of curve
37 On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be
A more than the pressure on inner wheels
B less than the pressure on inner wheels
C equal to the pressure on inner wheels
D zero

Answer: more than the pressure on inner wheels
38 For the design of super elevation for mixed traffic conditions, the speed is reduced by
A 15%
B 20%
C 25%
D 75%

Answer: 25%
39 As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is
A 1 in 15
B 1 in 12.5
C 1 in 10
D equal to camber

Answer: 1 in 15
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
A zero
B 64m
C 80m
D 60m

Answer: 60m
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