Highway Engineering (Set-5)

Highway Engineering (Set-5)

University

25 Qs

quiz-placeholder

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Highway Engineering (Set-5)

Highway Engineering (Set-5)

Assessment

Quiz

Other

University

Easy

Created by

Mofijul Molla

Used 19+ times

FREE Resource

25 questions

Show all answers

1.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Select the correct statement.

Nagpur road plan formulae take into account the towns with very large population.

Nagpur road plan has a target road length of 32 km per 100 square km.

Second 20-year plan has provided 1600 km of expressways out of the proposed National highway.

Second 20-year plan allowed deduction of length of railway track in the area while calculating the length of roads.

2.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

The sequence of four stages of survey in a highway alignment is

reconnaissance, map study, preliminary survey and detailed survey

map study, preliminary survey, reconnaissance and detailed survey

map study, reconnaissance, preliminary survey and detailed survey

preliminary survey, map study, reconnaissance and detailed survey

3.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

The stopping sight distance depends upon

total reaction time of driver

speed of vehicle

efficiency of brakes

All of the above

4.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Camber in the road is provided for

effective drainage

 counteracting the centrifugal force

having proper sight distance

none of the above

5.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

Reaction time of a driver

increase with increase of speed

decrease with increase of speed

in same for all speed

none of the above

6.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

60 kmph

80 kmph

100 kmph

120 kmph

7.

MULTIPLE CHOICE QUESTION

30 sec • 1 pt

 If b is wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be

less than b/2h and greater than coefficient of lateral friction

less than b/2h and also less than coefficient of lateral friction

greater than b/2h and also less than coefficient of lateral friction

greater than b/2h and also grater than coefficient of lateral friction

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