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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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. The instrument used to reproduce plans to a different scale is called

2 / 50

2. Intersection is preferred to radiation when:

3 / 50

3. In a closed traverse by included angles, the sum of measured interior angles should be equal to

4 / 50

4. In leveling across a hill, the level should be set up on

5 / 50

5. The graduations in a prismatic compass are

6 / 50

6. Which one is wrong?

7 / 50

7. Chain surveying is used for a small area in

8 / 50

8. Right face and left face readings are taken to

9 / 50

9. Offset angle taken in chain survey may be

10 / 50

10. The levels to which the earthwork will have to be carried out is known as

11 / 50

11. The perpendicular distance of the midpoint of the line from the reference meridian is known as

12 / 50

12. The quadrantal bearing of a line is determined by:

13 / 50

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

14 / 50

14. The strength of the fix of a plane table is:

15 / 50

15. The two-point problem and three-point problems are methods of:

16 / 50

16. Closed contours with higher value inside represent a

17 / 50

17. A benchmark (BM) is a

18 / 50

18. The size of the plane table is:

19 / 50

19. The orientation of the table is done by

20 / 50

20. Prolongation of a chain line across an obstruction in chain surveying is done by

21 / 50

21. *Total station measures

22 / 50

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

23 / 50

23. During leveling staff readings are taken 1.0, 0.8 & 0.6 from consecutive horizontal crosshairs, the staff intercept should be

24 / 50

24. The important points selected at the ends of the chain lines to command the boundaries of the survey are known as

25 / 50

25. 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)

26 / 50

26. The angle of intersection of a curve is the angle between

27 / 50

27. The "point of the curve" of a simple circular curve is

28 / 50

28. Well-conditioned triangle having an angle between

29 / 50

29. In a survey, it was recorded that Σrise = 0, then

30 / 50

30. The magnification of a telescope lens depends upon

31 / 50

31. Tellurometer uses

32 / 50

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

33 / 50

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

34 / 50

34. The contour lines are perpendicular to the

35 / 50

35. The rise and fall method

36 / 50

36. In the direct method of contouring, the process of locating points lying on a contour is known as

37 / 50

37. The fix of the table is good when:

38 / 50

38. The tacheometric method is a more suitable method for preparing the contour map of

39 / 50

39. Tacheometry is adopted where

40 / 50

40. A diagonal eyepiece is provided with a

41 / 50

41. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be

42 / 50

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

43 / 50

43. A 30m chain was found to be 20cm too long after chaining 1500m. The correct length of the total distance chained will be

44 / 50

44. Choose the correct statement:

45 / 50

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

46 / 50

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

47 / 50

47. Handles of chains are made of

48 / 50

48. The principle of surveying to prevent the accumulation of errors is

49 / 50

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

50 / 50

50. The bearing of line AB is 200° and that of BC is 270°, the included angle ABC is

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