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. The removal of material from the surface of the road by grinding or rubbing action is called

2 / 30

2. Which one is not concerned with the cross-section of the road?

3 / 30

3. A portion of the traffic way that is used by pedestrians only is called

4 / 30

4. Longitudinal joints in concrete roads are provided if the width exceeds

5 / 30

5. For iron-wheeled traffic, the best suitable pavement is

6 / 30

6. The maximum super elevation on a hill road should not exceed:

7 / 30

7. A road sign indicating 'No Parking' is

8 / 30

8. Seal coat provides

9 / 30

9. The super elevation in roads is

10 / 30

10. Camber in the road is provided for

11 / 30

11. Maximum thickness of otta seal is

12 / 30

12. The main cause of skidding is

13 / 30

13. Level Crossing is a

14 / 30

14. Radius of the curve is decided based on

15 / 30

15. The highest point on the road surface is called

16 / 30

16. The full width of land acquired before finalizing a highway is known as

17 / 30

17. Which one is the best parking?

18 / 30

18. Which pavement is better for highway lighting?

19 / 30

19. Road metal thickness of the layer to be compacted should not exceed

20 / 30

20. The steepest gradient in ordinary condition should not exceed

21 / 30

21. The portion of the road for high-speed vehicles is known as

22 / 30

22. Seal coat is a layer of

23 / 30

23. The city roads which are meant for through traffic usually on a continuous route are known as

24 / 30

24. The main element for providing effective drainage in the case of the road is

25 / 30

25. Extra width of pavement is not provided on horizontal curves when the radius is

26 / 30

26. The portion of the road just both sides of the carriage way is known as

27 / 30

27. In the final layer, 1 cubic meter of sand is applied for the road surface for an area of

28 / 30

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

29 / 30

29. In a proposed alignment, the type of soil which will not be preferred is

30 / 30

30. A traffic rotary is suitable where

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