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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1. Tacheometry is adopted where

2 / 50

2. In a closed traverse, the algebraic sum of deflection angles is

3 / 50

3. "Cross-sectioning" and "Longitudinal sectioning" is

4 / 50

4. The angle which the true meridian makes with the magnetic meridian is called

5 / 50

5. The telescope is said to be normal when the

6 / 50

6. A Cadastral Map is a map having

7 / 50

7. 'SPIRE TEST' is used in the permanent adjustment of theodolite for

8 / 50

8. "A curve of varying radius introduced between two branches of a compound curve is called

9 / 50

9. "Fiducial edge" is the working edge of

10 / 50

10. The chord of curve less than peg interval is known as

11 / 50

11. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as

12 / 50

12. Find the RL of the collimation line. If the RL of BM is 100 m & BS staff reading is 5.35 m

13 / 50

13. A level tube is used to make the line of sight horizontal. It is filled with

14 / 50

14. For the construction of a highway railway

15 / 50

15. The length of the perpendicular offset from a tangent to the junction of a transition curve and circular curve is equal to

16 / 50

16. The survey stations set up during traversing with the compass should be such that

17 / 50

17. The instrument used to reproduce plans to a different scale is called

18 / 50

18. A 20 cm theodolite means

19 / 50

19. The contour lines are perpendicular to the

20 / 50

20. The contour line can cross one another on a map only in the case of

21 / 50

21. The outer spindle attached to the lower plate in a transit theodolite is known as

22 / 50

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

23 / 50

23. The surface of zero elevation around the earth, which is slightly irregular and curved, is known as

24 / 50

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

25 / 50

25. The levelling head of a transit theodolite consists of

26 / 50

26. 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:

27 / 50

27. A 30 m long chain when tested should not show errors exceeding

28 / 50

28. 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

29 / 50

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

30 / 50

30. The magnetic declination at a place is 7°20' W, the bearing given by the compass is S45°40'E, the true bearing of the place is

31 / 50

31. The W.C.B of a line is preferred to a quadrantal bearing merely because

32 / 50

32. The method of tacheometry in which the stadia hair intercept is fixed is known as

33 / 50

33. The graduations in a prismatic compass are

34 / 50

34. Parallax may be eliminated by

35 / 50

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

36 / 50

36. The types of errors that are of a cumulative nature and can be corrected are known as

37 / 50

37. Height of the instrument is equal to:

38 / 50

38. The projection of a line on a plane parallel to the meridian is known as

39 / 50

39. With the help of leveling, we measure

40 / 50

40. *The line of collimation should be parallel to

41 / 50

41. If the formation level is less than the ground level, the difference between them at any point will give the

42 / 50

42. In survey, it was recorded that Σfall = 0 then

43 / 50

43. Two contour lines, having the same elevation

44 / 50

44. Invar tapes are made of an alloy of

45 / 50

45. In plane table instrument for horizontal & vertical measurement without chaining

46 / 50

46. In the case of leveling staff readings are taken by (In the case of target staff)

47 / 50

47. The number of links in a 30 m metric chain is

48 / 50

48. Plane table survey is considered good as compared to other surveys since:

49 / 50

49. The triangle formed by joining the position of the known points on plane table survey is known as:

50 / 50

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

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