SSC JE Civil Preliminary Exam in January 2018 | Practice test Day - 62 - ENGINEERING BIX

SSC JE Civil Preliminary Exam in January 2018 | Practice test Day – 62



Welcome to your SSC JE Civil 2018 Objective Exam Practice test Day - 62
Take an exciting test in SSC JE Civil Preliminary Exam in January 2018. 
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
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1.
As per recommendations of I.R.C., traffic volume study is carried out for rural roads for 7 days continuously during
2.
The minimum value of camber provided for thin bituminous surface hill roads, is
3.
Design of horizontal and vertical alignments, super-elevation, sight distance and grades, is worst affected by
4.
Increase in traffic volume, due to increase in transport vehicles, is known as
5.
The length of the side of warning sign boards of roads is
6.
In water bound macadam roads, binding material, is
7.
The absolute minimum radius of horizontal curve for a design speed 60 km ph is
8.
Deviation of the alignment of a trace cut may be permitted in areas involving
9.
The usual width of parapet walls along Highways in hilly region, is
10.
The head light of vehicles should be such that its lower beam illuminates objects at
11.
The period of long term plan for the development of roads in India, known as Bombay Plan (Aug. 1958), is
12.
Increase in traffic volume, due to increase in transport vehicles, is known as
13.
Road makers along roads from the edge of a kerb should not be less than
14.
According to the recommendations of Nagpur Conference, the width formation of an ideal National Highway in hard rock cutting, is
15.
Maximum super-elevation on hill roads should not exceed
16.
If cross slope of a country is 10% to 25%, the terrain is classified as
17.
A single lane carriage way whenever changes to two-lane carriage way, is affected through a taper of
18.
Thickness of a pavement may be reduced considerably by
19.
Border Roads Organisation for hilly regions, was formed in
20.
The road foundation for modern highways construction, was developed by
21.
For the movement of vehicles at an intersection of two roads, without any interference, the type of grade separator generally preferred to, is
22.
The basic formula for determination of pavement thickness was first suggested by
23.
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
24.
The minimum ratio of the radii of two circular curves of a compound curve, is kept
25.
If R is the radius of a main curve and L is the length of the transition curve, the shift of the curve, is
26.
On the recommendations of Indian Road Congress, the ruling gradient in plains, is
27.
Volume of traffic which would immediately use a new road or an improved one when opened to traffic, is known
28.
The weaving length of a roadway is the distance
29.
In India the modes of transportation, in the order of their importance, are
30.
First operation during the detailed survey of a hill road, is



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