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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 included angles of the theodolite traverse are generally measured

2 / 50

2. Subtense bar is an instrument used for the measurement of horizontal distance in

3 / 50

3. Ten readings were recorded in a level field book. If the instrument was shifted after the 2nd and 6th readings, then the foresight readings are

4 / 50

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

5 / 50

5. Local attraction in compass surveying may be due to

6 / 50

6. The curvature and refraction corrections applied to staff readings respectively are

7 / 50

7. Chain surveying is used for a small area in

8 / 50

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

9 / 50

9. The advantage of anallatic lens is

10 / 50

10. The range of accuracy in measuring distance by EDM with respect to ODM is

11 / 50

11. Dumpy level is used when

12 / 50

12. When the following scale is the smallest one

13 / 50

13. Find the contour interval for the map, 1: 25000 in IS & FPS

14 / 50

14. Compensator is used to make the line of sight perpendicular to the vertical axis in the case of

15 / 50

15. The trunion axis or transverse axis is

16 / 50

16. The Normal chord of a curve should be

17 / 50

17. A leveling station is a point where:

18 / 50

18. Crosshairs in a surveying telescope are fitted

19 / 50

19. In a closed traverse,

20 / 50

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

21 / 50

21. The types of leveling used for Geodetic survey is

22 / 50

22. The error eliminated by taking the mean of both face observations is

23 / 50

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

24 / 50

24. The process of bringing the vertical circle to the right of the observer is called

25 / 50

25. Contour interval is proportional

26 / 50

26. The needle is adjusted for

27 / 50

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

28 / 50

28. Methods adopted for traversing are

29 / 50

29. The triangle formed by joining the position of the known points on plane table survey is known as:

30 / 50

30. 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

31 / 50

31. Choose the correct statement:

32 / 50

32. Handles are connected to the link by

33 / 50

33. A scale representing either three units or only one unit and its fractions up to the second place of the decimal point is

34 / 50

34. 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

35 / 50

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

36 / 50

36. Bowditch's rule is applied to

37 / 50

37. In leveling, the station where the back sight and foresight readings are taken is known as

38 / 50

38. If the distance between two points A and B is 1km, the combined correction for curvature and refraction will be

39 / 50

39. If the included angle is less than 180°, the deflection angle is

40 / 50

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

41 / 50

41. The chord of curve less than peg interval is known as

42 / 50

42. Intersection is preferred to radiation when:

43 / 50

43. While measuring horizontal distance by stepping method we should follow

44 / 50

44. The instrument used for centering the plane table accurately is:

45 / 50

45. The contour interval depends upon

46 / 50

46. A negative declination shows the magnetic meridian to the

47 / 50

47. A relatively fixed point of known elevation above the datum is called

48 / 50

48. The graduations in a prismatic compass are

49 / 50

49. The direct method of contouring is

50 / 50

50. If the needle is truly magnetic and is not sluggish

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