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 / 50

1. Revolving of the telescope of a theodolite in a horizontal plane is

2 / 50

2. Distomats is a type of

3 / 50

3. 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

4 / 50

4. Theodolite is an instrument used for measuring

5 / 50

5. Leveling across a river is done by

6 / 50

6. Cubic parabola is a type of

7 / 50

7. Contour interval is proportional

8 / 50

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

9 / 50

9. Secular variation is an important factor because

10 / 50

10. The contour interval depends upon

11 / 50

11. The purpose of triangulation in a chain survey is

12 / 50

12. The height of instrument method is

13 / 50

13. The process of turning the telescope about the vertical axis in a horizontal plane is known as

14 / 50

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

15 / 50

15. Natural error in leveling is caused due to

16 / 50

16. A contour map of the area is essential before proceeding with the construction of

17 / 50

17. The method most suitable for plotting in hilly areas is:

18 / 50

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

19 / 50

19. The projection of a line on a plane perpendicular to the meridian is known as

20 / 50

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

21 / 50

21. The shape of the vertical curve generally used is

22 / 50

22. Chain surveying is used for a small area in

23 / 50

23. Instrumental error in leveling is an error due to

24 / 50

24. The image of the objectives formed should lie

25 / 50

25. *Total station is

26 / 50

26. Choose the correct statement:

27 / 50

27. In a constant level tube, the size of the bubble remains constant because the upper wall of the tube has

28 / 50

28. A series of closely spaced contour lines represent a

29 / 50

29. If the included angle is greater than 180°, the deflection angle is

30 / 50

30. Obstacle to ranging but not chaining is

31 / 50

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

32 / 50

32. If the temperature increases, the sensitivity of a bubble tube

33 / 50

33. *The line of collimation should be parallel to

34 / 50

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

35 / 50

35. Angle of 45° with the chain line may be set out with

36 / 50

36. The difference between the most probable value of a quantity and its observed value is

37 / 50

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

38 / 50

38. In normal condition, the difference of fore and back bearing should be?

39 / 50

39. Theodolite traverse is plotted more accurately by

40 / 50

40. The orientation of the table is done by

41 / 50

41. 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:

42 / 50

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

43 / 50

43. If the intercept on the vertical staff is observed as 1.5mm from a tacheometer, the horizontal distance between the tacheometer and staff station is

44 / 50

44. For a station to be free from local attraction

45 / 50

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

46 / 50

46. The theory of probability is applied to

47 / 50

47. The stadia hairs are not used in

48 / 50

48. For the construction of a highway railway

49 / 50

49. 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

50 / 50

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

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