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. Any arbitrarily assumed level line from which vertical distances are measured is known as

2 / 50

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

3 / 50

3. The survey which is carried out to determine absolute locations and the direction of any line on the surface of the earth by making observations of heavenly bodies is called

4 / 50

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

5 / 50

5. The trunion axis or transverse axis is

6 / 50

6. The smaller angle which a survey line makes with the true meridian is known as

7 / 50

7. Cubic parabola is a type of

8 / 50

8. When several contours coincide, it indicates

9 / 50

9. Contour interval, within the limits of a map

10 / 50

10. Level surface is parallel to

11 / 50

11. Invar tapes are made of an alloy of

12 / 50

12. 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

13 / 50

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

14 / 50

14. Actually, which is not the method of plane tabling?

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15. Which one of the following may not be classified as personal error

16 / 50

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

17 / 50

17. Theodolite is an instrument used for measuring

18 / 50

18. Handles are connected to the link by

19 / 50

19. The number of horizontal cross wires in a stadia diaphragm is

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

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

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

23 / 50

23. Open cross-staff is commonly used for setting out

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24. The magnification of a telescope lens depends upon

25 / 50

25. Find the R.F. of 1cm = 5m

26 / 50

26. The reciprocal leveling eliminates

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27. Theodolite traverse is plotted more accurately by

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28. The advantage of anallatic lens is

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

30 / 50

30. In tacheometric survey, the method which provides easy reading of the staff is

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31. Short offsets are measured with

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32. For a dumpy level in perfect adjustment, the horizontal cross hair should be in a plane

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

34 / 50

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

35 / 50

35. A transition curve introduced between the tangent and the circular curve should

36 / 50

36. The horizontal distances obtained by tacheometry are corrected for

37 / 50

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

38 / 50

38. Choose the correct statement:

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

40 / 50

40. The shape of the vertical curve generally used is

41 / 50

41. An anallatic lens is provided in a tacheometer to measure the horizontal distance.

42 / 50

42. Intersection is preferred to radiation when:

43 / 50

43. The effect of local attraction is observed in

44 / 50

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

45 / 50

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

46 / 50

46. Find the RL of the collimation line. If the RL of BM is 100 m & BS staff reading is 5.35 m

47 / 50

47. The types of errors that are of a cumulative nature and can be corrected are known as

48 / 50

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

49 / 50

49. The magnetic bearing of a line is 60°, and the true bearing of the same line is 70°. Find the declination

50 / 50

50. The direction of the steepest slope on a contour is

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