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

2 / 50

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

3 / 50

3. The distance between terminal points computed from a subsidiary traverse run between them is known as

4 / 50

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

5 / 50

5. The correction for curvature as applied to staff reading is

6 / 50

6. A traverse consists of six sides; then the sum of external angles must be

7 / 50

7. If the smallest division of a vernier is longer than the smallest division of its primary scale, the vernier is known as

8 / 50

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

9 / 50

9. A 20 cm theodolite means

10 / 50

10. The sensitivity of the bubble tube can be increased by

11 / 50

11. The angle of intersection of the horizon mirror and the index mirror of an optical square is

12 / 50

12. For a tacheometer, the additive and multiplying constants are respectively

13 / 50

13. The errors due to bad ranging are

14 / 50

14. Angular surveying in which both the horizontal and vertical positions of a point are obtained by optical means is known as

15 / 50

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

16 / 50

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

17 / 50

17. The length of an Engineer's chain is

18 / 50

18. Geodetic survey is different from plane surveying because of

19 / 50

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

20 / 50

20. The types of instrument generally used in the survey of gravity water supply system are:

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21. Cubic parabola is a type of

22 / 50

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

23 / 50

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

24 / 50

24. The two-point problem is:

25 / 50

25. Resection is the method employed for:

26 / 50

26. Metallic tapes are made of

27 / 50

27. Parallax may be eliminated by

28 / 50

28. An offset more than 15m in length is known as

29 / 50

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

30 / 50

30. Magnetic declination

31 / 50

31. *The leveling of the instrument is done such that

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

33 / 50

33. The vertical distance between any two consecutive contours is known as

34 / 50

34. The order of accuracy of the elevation of points obtained from a contour map is equal to

35 / 50

35. Choose the correct statement:

36 / 50

36. In chain survey execution, this first step taken is

37 / 50

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

38 / 50

38. If the bearing of AB is N 30° W and the bearing of BC is N 40° E, then find the angle < ABC

39 / 50

39. The rise and fall method of leveling provides a complete check on

40 / 50

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

41 / 50

41. A poor fix of the table is:

42 / 50

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

43 / 50

43. The contour lines are perpendicular to the

44 / 50

44. Boning rod is used

45 / 50

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

46 / 50

46. Setting up the plane table consists of operations:

47 / 50

47. The minimum horizontal distance between any two consecutive contours is known as

48 / 50

48. Contour interval is proportional

49 / 50

49. Overturning of vehicles on a curve can be avoided by using

50 / 50

50. When several contours coincide, it indicates

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