Highway Engineering Online Test - Paper 2 » Effective Exam
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Highway Engineering Online Test – Paper 2

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. Extra widening of pavements depends upon

2 / 30

2. Raising of the outer edge of a road with respect to the inner edge is known as

3 / 30

3. At a horizontal curve, the super elevation is provided to counteract the effect of

4 / 30

4. Design of flexible pavements is based on

5 / 30

5. The minimum longitudinal gradient of the road required is:

6 / 30

6. At the horizontal curve, the outer edge of the pavement is raised with respect to the inner edge to counteract the effect of centrifugal force, is known as

7 / 30

7. Which vehicle has the lowest equivalent pcu

8 / 30

8. Any gradient on a road is said to be an exceptional gradient if it is

9 / 30

9. Traffic density depends upon the

10 / 30

10. When roads do not cross each other at the same level, i.e., one road crosses either above or below the other road with the help of an over-bridge or sub-way, then it is called

11 / 30

11. Sheep foot roller is used for

12 / 30

12. The highest point on the road surface is called

13 / 30

13. The width of the vehicle influences

14 / 30

14. The convexity provided to the carriageway between the crown and edge of pavement is called

15 / 30

15. Bitumen stabilization acts as:

16 / 30

16. Patching should be done just:

17 / 30

17. The main important modification made in Macadam's method of road construction with respect to the older method is:

18 / 30

18. A road gradient at which a vehicle does not require any tractive force to maintain the specific speed is called

19 / 30

19. When the degree of a road curve is defined by taking an arc of 30 m length, the radius of 1┬░ curve would be

20 / 30

20. A dividing strip in the middle of the roadway is called

21 / 30

21. Extra width of psychological widening on the curve is provided

22 / 30

22. A traffic rotary is suitable where

23 / 30

23. The ability of a driver to stop the vehicle moving with the designed speed depends upon

24 / 30

24. Maximum amount of super elevation should not be greater than

25 / 30

25. The desirable property of road stone is

26 / 30

26. Camber depends on

27 / 30

27. Thickness of a pavement may be reduced considerably by

28 / 30

28. Design of horizontal and vertical alignment, super elevation, sight distance, and grades are badly affected by

29 / 30

29. The maximum super-elevation on hill roads should not exceed:

30 / 30

30. Waves and corrugation may be formed because of

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