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 / 50

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

2 / 50

2. Azimuth and altitude of a star

3 / 50

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

4 / 50

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

5 / 50

5. A level line is a

6 / 50

6. A 30 m long tape was standardized at a temperature of 30°C; at the time of measurement, the temperature recorded was 35°C. Then the correction for temperature per tape length is (coefficient of thermal expansion = 0.0001116/°C)

7 / 50

7. The central angle subtended by an arc of 30m of the curve

8 / 50

8. A discrepancy is the difference between

9 / 50

9. 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

10 / 50

10. An instrumental error in compass survey is because

11 / 50

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

12 / 50

12. Metallic tapes are made of

13 / 50

13. If the image formed by the objective of the telescope is not in the plane of crosshairs, it is called

14 / 50

14. The elevation (BM) of point A is 100 m. Backsight reading at A is 20, and foresight reading at B is 30 m. Find the RL of point B

15 / 50

15. *The line of collimation should be parallel to

16 / 50

16. The contour lines merge or cross one another on the map in the case of

17 / 50

17. Automatic level has advantages of

18 / 50

18. Resection is the method employed for:

19 / 50

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

20 / 50

20. For the route survey of a contour map, the method used is

21 / 50

21. The contour lines are perpendicular to the

22 / 50

22. When the whole circle bearing of two lines AB and AC are 115° and 41° respectively, then the included angle BAC will be:

23 / 50

23. The best method of interpolation of contours in the direct method of contouring is by

24 / 50

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

25 / 50

25. The types of survey used to fix property lines are

26 / 50

26. Personal error in leveling occurs due to

27 / 50

27. Height of the instrument is equal to:

28 / 50

28. If n observations are taken, the accidental errors are proportional to

29 / 50

29. A disadvantage of plane table survey is:

30 / 50

30. The whole circle bearing 338°42" converted into quadrantal form is given as

31 / 50

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

32 / 50

32. Find the length of curve if radius of curve

33 / 50

33. The absence of spherical aberration in a telescope is known as

34 / 50

34. The direct method of contouring is

35 / 50

35. Distomats is a type of

36 / 50

36. Tacheometry is adopted where

37 / 50

37. The most probable value of an observed quantity available from a given set of observations is the one for which the sum of the square of errors is a minimum. This statement is called

38 / 50

38. The two-point problem is:

39 / 50

39. The dip of the needle

40 / 50

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

41 / 50

41. In the whole circle system, the bearings are measured

42 / 50

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

43 / 50

43. When the angular and linear measurements are equally precise in traversing, the balancing of the traverse is done by:

44 / 50

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

45 / 50

45. The chain length which is not the standard metric chain length is

46 / 50

46. Azimuth (direct angles) is an angle measured in

47 / 50

47. The prismatic compass and the surveyor's compass respectively give

48 / 50

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

49 / 50

49. Indirect ranging method is adopted when two points of the chain line are:

50 / 50

50. Well-conditioned triangle having an angle between

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