Subscribe and get latest posts and study materials to your mail & dont forget to verify ur mail after subscription.

 
Enter your email address: Delivered by FeedBurner

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




Share to all

3 Comments on "Civil Engineering – Highway Engineering Mock test – 1"

  1. very useful questions thanks

  2. Intresting…… Feeling amaze after mock test……….. Very valuable for us……. Yhanks5

  3. Thanku so much…. Useful…

Leave a comment

Your email address will not be published.


*


Subscribe and get the latest posts and study materials to your mail!

Enter your email address:

Delivered by FeedBurner

// hide the meta tag generator from head and rss function disable_meta_generator() { return ''; } add_filter('the_generator','disable_meta_generator'); remove_action('wp_head', 'wp_generator');