Surveying Online Test - Paper 3 » Winning Questions
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Surveying Online Test – Paper 3

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

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Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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  • 👍 All the best!

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1. If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for:

2 / 50

2. Level surface is parallel to

3 / 50

3. A discrepancy is the difference between

4 / 50

4. The magnetic north is indicated by

5 / 50

5. Tacheometry is adopted where

6 / 50

6. Which one is wrong?

7 / 50

7. The upgrade road meets with the downgrade road, then the curve formed at the junction is called

8 / 50

8. In the case of a telescopic alidade, the adjustment done is

9 / 50

9. If the magnetic declination is (-)6°0' and the reduced bearing of a line is S40°01'E, the true bearing of the line is

10 / 50

10. If the level tube is out of adjustment by an angle e, when the telescope is rotated through 180°, it becomes

11 / 50

11. The angle subtended by the long chord of a simple curve at its center is equal to

12 / 50

12. A staff reading taken on a benchmark/ known elevation or change point is known as

13 / 50

13. For the construction of a highway railway

14 / 50

14. The maximum number of omitted measurements that can be calculated from latitudes and departures of a closed traverse is

15 / 50

15. *Accuracy of 'fix' by two-point problem is

16 / 50

16. The image of the objectives formed should lie

17 / 50

17. Direct distance measurement method is more suitable to measure in

18 / 50

18. A 20 cm theodolite means

19 / 50

19. The spacing of crosshairs in a stadia diaphragm of a tacheometer is 1.5mm, and the focal length of the objective glass is 30cm, the multiplying constant of the tacheometer is

20 / 50

20. It is more difficult to obtain good results while measuring the horizontal distance by the stepping method

21 / 50

21. The two-point problem as compared to the three-point problem is:

22 / 50

22. The sensitivity of the bubble tube expressed in terms of the angular value of one division of the bubble is given by

23 / 50

23. The instrument used for measuring area on a contour map is

24 / 50

24. The difference between the sum of the measured angles and the theoretical sum of the angles of a closed traverse is called the

25 / 50

25. The difference between a level line and a horizontal line is that

26 / 50

26. The telescope is said to be normal when the

27 / 50

27. The angular and linear measurement of the part of the traverse can be checked by

28 / 50

28. The tie line is run through the survey to

29 / 50

29. The fix of the table is good when:

30 / 50

30. Horizontal equivalent of a uniform slope must be

31 / 50

31. A level line is a

32 / 50

32. The process of turning the telescope about the horizontal axis in a vertical plane by a complete revolution is known as

33 / 50

33. The length of an Engineer's chain is

34 / 50

34. The three-point problem can be solved by:

35 / 50

35. Fifteen readings were recorded in a level field book. If the instrument was shifted after the 5th, 10th, and 15th readings, then the foresight readings are

36 / 50

36. The place where the reading is taken is known as

37 / 50

37. *The radius of curvature of the arc of the bubble tube is generally kept

38 / 50

38. The designation of scale recommended by IS: 1491-1959 is

39 / 50

39. The accuracy of measurement in chain surveying does not depend upon

40 / 50

40. The reciprocal leveling eliminates

41 / 50

41. The longest chain line passing through the center of the area is known as

42 / 50

42. During chaining along a straight line, the leader of the survey party has three arrows, and while the follower has five arrows. The distance of the follower from the starting point will be

43 / 50

43. The Q.B of the lines are given by...., ...., & ..... If W.C.B. of the lines are 0°, 135°, 270° respectively

44 / 50

44. Contour interval, within the limits of a map

45 / 50

45. Invar tapes are made of an alloy of

46 / 50

46. In a closed traverse,

47 / 50

47. *For the construction of highway/railway

48 / 50

48. Chain surveying is used for a small area in

49 / 50

49. In leveling, the station where the back sight and foresight readings are taken is known as

50 / 50

50. A leveling station is a point where:

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