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. The vehicle having the lowest equivalent p.c.u. is

2 / 50

2. The camber of the road should be approximately equal to

3 / 50

3. A pavement is classified as flexible or rigid pavement based on its

4 / 50

4. Patching should be done just:

5 / 50

5. Maximum number of vehicles can be parked with

6 / 50

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

7 / 50

7. The length of the vehicle has an effect on

8 / 50

8. If the velocity of a moving vehicle on a road is v kmph, s is stopping distance plus the average length of the vehicle in meters, then the basic capacity of a lane is given by

9 / 50

9. Calculate the super elevation for the cross-section of the road as shown below

10 / 50

10. If the path traveled along the road surface by the wheels due to rotation results in

11 / 50

11. The following types of pavement are generally known as flexible pavement:

12 / 50

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

13 / 50

13. In a gravel road, the amount of clay in a gravel mix varies between

14 / 50

14. Setback distance is the distance between the road land boundary and building line which depends on

15 / 50

15. The types of curves generally provided on highways are

16 / 50

16. The types of surface dressing generally used for the existing pavement are

17 / 50

17. Surface painting is

18 / 50

18. The change in road directions is made possible by introducing

19 / 50

19. The wall constructed on the side of the hill slope to resist the pressure of earth filling and traffic load of the road is known as

20 / 50

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

21 / 50

21. Waves and corrugation may be formed because of

22 / 50

22. Pothole maintenance in the case of a road is

23 / 50

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

24 / 50

24. Ratio of the width of the car parking area required at the kerb for 30┬░ parking relative to 60┬░ parking is approximately

25 / 50

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

26 / 50

26. On a horizontal curve, if the pavement is kept horizontal across the alignment. Then the pressure on the outer wheels as compared to the pressure on the inner wheels will be

27 / 50

27. On a W.B.M. road, the roller used for rolling purposes is of weight

28 / 50

28. The efficiency and life of a hill road can be considerably increased by providing

29 / 50

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

30 / 50

30. In cement concrete roads, the repair work of cracks should be done just at the end of:

31 / 50

31. Higher values of super elevation are highly undesirable to

32 / 50

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

33 / 50

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

34 / 50

34. Binder used in bituminous road is

35 / 50

35. In the premix method of bitumen road construction, aggregate is also heated

36 / 50

36. Traffic density depends upon the

37 / 50

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

38 / 50

38. At places of heavy rainfall, side drains to be provided on a road should be

39 / 50

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

40 / 50

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

41 / 50

41. Full amount of extra width of a pavement on the curve is provided at

42 / 50

42. The stopping sight distance depends upon

43 / 50

43. Raised portion of the road between longitudinal ruts is known as

44 / 50

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

45 / 50

45. The type of transition curve generally provided on hill traces is

46 / 50

46. The advantage of a rotary is

47 / 50

47. T-beam is suitable for a span of

48 / 50

48. The color of lights used for visibility during fog is

49 / 50

49. Which one of the following does not take load in a suspension bridge?

50 / 50

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

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