Civil Engineering – Highway Engineering Mock test – 1




Welcome to your Highway Engineering Mock test - 1

Take an exciting test in the topic of Highway Engineering.

You have only 20 mins to complete the test

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1.
The minimum value of camber provided for thin bituminous surface hill roads, is
2.
The head light of vehicles should be such that its lower beam illuminates objects at
3.
The road foundation for modern highways construction, was developed by
4.
A single lane carriage way whenever changes to two-lane carriage way, is affected through a taper of
5.
As per recommendations of I.R.C., traffic volume study is carried out for rural roads for 7 days continuously during
6.
Road makers along roads from the edge of a kerb should not be less than
7.
First operation during the detailed survey of a hill road, is
8.
Design of horizontal and vertical alignments, super-elevation, sight distance and grades, is worst affected by
9.
For the movement of vehicles at an intersection of two roads, without any interference, the type of grade separator generally preferred to, is
10.
The length of the side of warning sign boards of roads is
11.
If R is the radius of a main curve and L is the length of the transition curve, the shift of the curve, is
12.
Border Roads Organisation for hilly regions, was formed in
13.
In water bound macadam roads, binding material, is
14.
On the recommendations of Indian Road Congress, the ruling gradient in plains, is
15.
Volume of traffic which would immediately use a new road or an improved one when opened to traffic, is known
16.
The minimum ratio of the radii of two circular curves of a compound curve, is kept
17.
Thickness of a pavement may be reduced considerably by
18.
The basic formula for determination of pavement thickness was first suggested by
19.
Deviation of the alignment of a trace cut may be permitted in areas involving
20.
Increase in traffic volume, due to increase in transport vehicles, is known as
21.
The absolute minimum radius of horizontal curve for a design speed 60 km ph is
22.
According to the recommendations of Nagpur Conference, the width formation of an ideal National Highway in hard rock cutting, is
23.
Increase in traffic volume, due to increase in transport vehicles, is known as
24.
If cross slope of a country is 10% to 25%, the terrain is classified as
25.
The usual width of parapet walls along Highways in hilly region, is
26.
Maximum super-elevation on hill roads should not exceed
27.
In India the modes of transportation, in the order of their importance, are
28.
The period of long term plan for the development of roads in India, known as Bombay Plan (Aug. 1958), is
29.
The weaving length of a roadway is the distance
30.
If C is basic capacity per lane, V is velocity in km/hour, S is stopping distance pluslength of the vehicles in metres, the formula C = 1000v/s is applicable to




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