Highway Engineering Online Test - Paper 3 »Expert-Level Test
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Highway Engineering Online Test – Paper 3

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

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. Water-bound Macadam is one of the..... types of pavement.

2 / 50

2. Maximum thickness of otta seal is

3 / 50

3. Bituminous road is

4 / 50

4. The concrete pavement is provided when the daily traffic load per lane exceeds

5 / 50

5. Thickness of a pavement may be reduced considerably by

6 / 50

6. The super elevation obtained by the rotation of pavement about the inner edge of the pavement

7 / 50

7. Waves and corrugation may be formed because of

8 / 50

8. Design of flexible pavements is based on

9 / 50

9. Maximum number of vehicles can be parked with

10 / 50

10. 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

11 / 50

11. Wave-like deformation on the road is called

12 / 50

12. The portion of a road causing a loud rumbling sound and vibration when a vehicle passes over them is called:

13 / 50

13. If no super elevation is provided on the road along curves, potholes may develop at

14 / 50

14. In highway construction, rolling starts from

15 / 50

15. Volume of traffic which is due to improvement carried out in adjacent areas is known as

16 / 50

16. Super elevation provided from the center of the road to the outer edge is known as

17 / 50

17. The drains constructed on the up slope of hillsides are known as

18 / 50

18. The steepest gradient in ordinary condition should not exceed

19 / 50

19. In water-bound macadam road, the binding material used is

20 / 50

20. In case of a multi-lane road, overtaking is generally permitted

21 / 50

21. For transportation purposes in Nepal, the first preference is given to:

22 / 50

22. The total reaction time for an average driver for a normal situation is

23 / 50

23. The raised areas constructed within the roadway to establish physical channels through which traffic may be guided are called

24 / 50

24. If a road has to be provided in cutting, then side drains should be

25 / 50

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

26 / 50

26. Camber is

27 / 50

27. The depression formed by the junction of two falling gradients is

28 / 50

28. To transfer wheel load at expansion joints from one slab to the other

29 / 50

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

30 / 50

30. The highest overall speed at which a driver can travel under prevailing conditions without exceeding the safe design speed is known as the:

31 / 50

31. Traffic density is

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32. The portion of the road surface, which is used by vehicular traffic, is known as

33 / 50

33. The types of transition curves generally used in hill road is

34 / 50

34. A junction so designed that traffic streams are divided to enable them to pass over or under each other is called

35 / 50

35. CBR (California Bearing Ratio) test is used for finding

36 / 50

36. A traffic rotary is suitable where

37 / 50

37. For the most effective traffic control, adopt

38 / 50

38. Bitumen stabilization acts as:

39 / 50

39. Tyre pressure influences the

40 / 50

40. The normal height of the driver's eye (NRS 2070) above the road surface is

41 / 50

41. The length of Arniko Highway connecting Kathmandu to Kodari is

42 / 50

42. Road furniture means

43 / 50

43. Bleeding may be reduced by

44 / 50

44. Minimum super elevation provided is

45 / 50

45. Flexible pavement distributes the wheel load

46 / 50

46. While negotiating a curve

47 / 50

47. Design of horizontal and vertical alignments, super-elevation, sight distance, and grades are worst affected by:

48 / 50

48. The loosening of the top surface of a road by mechanical or other means is called

49 / 50

49. The background color of the informatory signboard is:

50 / 50

50. Traffic volume is equal to

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