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. Camber in the road is provided for

2 / 50

2. If the coefficient of lateral friction is constant, then the value of required super elevation increases with

3 / 50

3. Minimum super elevation provided is

4 / 50

4. Camber is

5 / 50

5. The intermediate supports of a bridge are called

6 / 50

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

7 / 50

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

8 / 50

8. Pick up the incorrect statement from the following

9 / 50

9. 10 to 20 cm diameter holes provided in a retaining structure to drain off the seepage flow are known as

10 / 50

10. Mahendra Rajmarg of Nepal does not touch the border of ......... Terai district.

11 / 50

11. The shoulder provided along the road edge as compared to traffic lanes should be

12 / 50

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

13 / 50

13. The desirable property of road stone is

14 / 50

14. Generally, sight distance at a curve is...

15 / 50

15. A subsidiary area in a carriageway placed so as to control the movement of traffic is known as

16 / 50

16. A road will have certain weak areas where the problems repeatedly occur. Such spots are known as:

17 / 50

17. Camber is provided to the road surface in the transverse direction to:

18 / 50

18. The stopping sight distance required on a down slope of a road is:

19 / 50

19. If the average center-to-center spacing of vehicles is 25 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

20 / 50

20. A road sign indicating 'Keep Left' is

21 / 50

21. During maintenance of potholes, the potholes formed are enclosed by a rectangular boundary. The material inside, which is to be taken out and the pit formed, is carefully filled with aggregate and binder such that

22 / 50

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

23 / 50

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

24 / 50

24. The most efficient traffic signal system is

25 / 50

25. The ideal shape of a transition curve is

26 / 50

26. The absolute minimum radius of curve for safe operation for a speed of 100 kmph is

27 / 50

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

28 / 50

28. Bitumen is soluble in

29 / 50

29. Hauling of excavated soil is done by

30 / 50

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

31 / 50

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

32 / 50

32. Excessive camber on pavement may cause

33 / 50

33. For the surface course, the durable method of stabilization is

34 / 50

34. During construction of the road subgrade contains

35 / 50

35. Longitudinal ruts are formed because of

36 / 50

36. In scant rainfall regions, the camber provided is

37 / 50

37. The width of roads that can be lighted by mounting street lights on one side of the road is

38 / 50

38. If the difference of an edge of the pavement (18m wide) and its crown is 30 cm, then the camber in the pavement is

39 / 50

39. Page testing machine is used for

40 / 50

40. Maximum thickness of otta seal is

41 / 50

41. A road within a town is called

42 / 50

42. Maximum size of aggregate used for single otta seal

43 / 50

43. A higher value of super elevation is highly undesirable for:

44 / 50

44. The pavement suitable for very heavy traffic load is

45 / 50

45. Customers prefer parking of their vehicles at

46 / 50

46. Intensity of traffic, which may not be classified as medium, is

47 / 50

47. The pressure intensity at the sub-grade should be...bearing capacity

48 / 50

48. T-beam is suitable for a span of

49 / 50

49. Cross ruts are formed along an earthen road because of

50 / 50

50. Extra widening of pavements depends upon

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