Highway Engineering Online Test - Paper 2 » Effective Exam

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 / 30

1. Customers prefer parking of their vehicles at

2 / 30

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

3 / 30

3. The coefficient of friction is more when the pavement surface is

4 / 30

4. While performing attrition and Los Angeles abrasion tests, the minimum weight of stones to be used should be

5 / 30

5. The highest point on the road surface is called

6 / 30

6. In hill roads of Nepal, the side drains are provided

7 / 30

7. Bitumen stabilization acts as:

8 / 30

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

9 / 30

9. Intensity of traffic is expressed in terms of

10 / 30

10. The traffic conflicts that may occur in a rotary intersection are

11 / 30

11. Seal coat is a layer of

12 / 30

12. Tyre pressure influences the

13 / 30

13. The length of the ring road around Kathmandu Valley is

14 / 30

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

15 / 30

15. Extra widening of pavements depends upon

16 / 30

16. If the wearing course of the road is 5 cm, the base course is 15 cm, the sub-base course is 15 cm, and the capping layer is 15 cm, then what will be the thickness of the pavement?

17 / 30

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

18 / 30

18. Which one is correct sequence with respect to four stages of survey in a highway alignment?

19 / 30

19. In highway engineering, which of the following terms is irrelevant?

20 / 30

20. Moving car observe method is a procedure to

21 / 30

21. Traffic maneuver means

22 / 30

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

23 / 30

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

24 / 30

24. 10 to 20 cm diameter holes provided in a retaining structure to drain off the seepage flow are known as

25 / 30

25. When the width of the street and kerb parking space is limited, the system generally preferred is

26 / 30

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

27 / 30

27. Yellow color of a colored light traffic signal indicates

28 / 30

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

29 / 30

29. Traffic volume is equal to

30 / 30

30. Wood beam is suitable only for a span of

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