Civil Engineering - Highway Engineering Mock test - 1 - CIVIL ENGINEERING OBJECTIVE

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!!!

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