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

2 / 50

2. The California bearing Ratio (CBR) test is carried out for:

3 / 50

3. In the geometric design of highways, the most controlling features are:

4 / 50

4. The economic survey of a proposed road project includes a detailed survey of

5 / 50

5. The thickness of the road surfacing depends upon the

6 / 50

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

7 / 50

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

8 / 50

8. The grade separation has the advantage of

9 / 50

9. The breaking up of the road surface layer through cracking into some irregular-shaped areas is called

10 / 50

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

11 / 50

11. The life of a cement concrete road is taken as

12 / 50

12. The maximum number of vehicles that can be expected to pass through a roadway in one hour is called

13 / 50

13. The minimum number of abutments in a bridge should be

14 / 50

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

15 / 50

15. T-beam is suitable for a span of

16 / 50

16. At highway stretches, the required overtaking sight distance can't be provided; it is necessary

17 / 50

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

18 / 50

18. Red color of a colored light traffic signal indicates

19 / 50

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

20 / 50

20. An underground passage used by pedestrians, vehicular traffic, etc., is called

21 / 50

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

22 / 50

22. The steepest gradient in ordinary condition should not exceed

23 / 50

23. An undesirable element to be avoided while fixing the alignment of a highway is

24 / 50

24. Parking lanes are provided on

25 / 50

25. Intensity of traffic for bituminous carpet roads is

26 / 50

26. The intermediate supports of a bridge are called

27 / 50

27. Floating gradients are provided

28 / 50

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

29 / 50

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

30 / 50

30. Reinforcement in cement concrete pavement is kept

31 / 50

31. Water absorption of the aggregates used for road marking should not exceed

32 / 50

32. The example of rigid pavement is

33 / 50

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

34 / 50

34. If the cross slope of a country is up to 10%, the terrain is classified as

35 / 50

35. The initial application of a binder to an existing surface given to ensure through bond between the new construction and the existing is called

36 / 50

36. Waves and corrugation may be formed because of

37 / 50

37. Pothole maintenance in the case of a road is

38 / 50

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

39 / 50

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

40 / 50

40. The most efficient traffic signal system is

41 / 50

41. A wall constructed to retain the earth from slippage on the hillside of a roadway is called

42 / 50

42. The position of the base course in a flexible pavement is

43 / 50

43. The background color of the informatory signboard is:

44 / 50

44. Mostly used road in Nepal is

45 / 50

45. Surface painting is

46 / 50

46. Obligatory points in a road alignment are:

47 / 50

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

48 / 50

48. The efficiency of the brake of a vehicle depends upon

49 / 50

49. 10 to 20 cm diameter holes provided in a retaining structure to drain off the seepage flow are known as

50 / 50

50. The angle of most acute vision of a driver is a cone of

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