Civil Engineering - Highway Engineering Mock test - 1 - ENGINEERING BIX

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

Wish you all the best!!!

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




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