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!

1 / 50

1. A disadvantage of plane table survey is:

2 / 50

2. The longitudinal section of the surface of the bubble tube is

3 / 50

3. The contour interval depends upon

4 / 50

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

5 / 50

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

6 / 50

6. Find the length of curve if the radius of the curve is 50 m, and the angle of deflection is 60°

7 / 50

7. The intercept of a staff is

8 / 50

8. Which of the following instruments is generally used for baseline measurements?

9 / 50

9. In trigonometrical leveling, the combined correction is given by (where m=coefficient of refraction)

10 / 50

10. Tacheometry is best suited

11 / 50

11. For a dumpy level in perfect adjustment, the horizontal cross hair should be in a plane

12 / 50

12. *Total station is

13 / 50

13. Staff intercept means

14 / 50

14. A chain is made up of mild steel or galvanized iron wire of diameter

15 / 50

15. The spacing of cross-sections in the indirect method of contouring depends upon

16 / 50

16. An anallatic lens is provided in a tacheometer to measure the horizontal distance.

17 / 50

17. 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

18 / 50

18. If the magnetic bearing of the sun at noon at a place in the southern hemisphere is 150°, the magnetic declination at that place is

19 / 50

19. The rise and fall method

20 / 50

20. In a prismatic compass,

21 / 50

21. Contour interval is proportional

22 / 50

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

23 / 50

23. Sensitivity of a level tube is expressed by

24 / 50

24. A leveling station is a point where:

25 / 50

25. Find the length of curve if R=500 m, Intersection angle= 120°

26 / 50

26. Tacheometry is adopted where

27 / 50

27. An internal focusing type of telescope is focused by the movement of

28 / 50

28. The representation of general topography of a very flat terrain is possible only

29 / 50

29. Which one of the following is not a personal error?

30 / 50

30. Under Survey, "working from whole to part" is done

31 / 50

31. If the sum of northing of a traverse exceeds the sum of southing by 2m and the sum of easting exceeds the sum of westing by 2m, the resulting closing error will be

32 / 50

32. An instrumental error in compass survey is because

33 / 50

33. A Cadastral Map is a map having

34 / 50

34. When the following scale is the smallest one

35 / 50

35. Placing the table over the station such that the station plotted on the sheet is exactly above the corresponding station on the ground is:

36 / 50

36. In a theodolite, the line passing through the intersection of the horizontal and vertical crosshairs and the optical center of the object glass and its continuation is known as

37 / 50

37. The permissible limits of error in chaining for measurement on rough or hilly ground are

38 / 50

38. The angle that can be set by a French cross-staff is

39 / 50

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

40 / 50

40. Hydrographic survey deals with the mapping of

41 / 50

41. Chain surveying is used for

42 / 50

42. For the construction of a highway railway

43 / 50

43. The two-point problem is:

44 / 50

44. The graduations in a prismatic compass are

45 / 50

45. The smaller angle which a survey line makes with the true meridian is known as

46 / 50

46. The imaginary line passing through the intersection of crosshairs and the optical center of the object is known as:

47 / 50

47. The foremost work to be executed while traversing with a compass is

48 / 50

48. With the help of leveling, we measure

49 / 50

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

50 / 50

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

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