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. Offsets are

2 / 50

2. Find the length of curve if radius of curve

3 / 50

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

4 / 50

4. A Cadastral Map is a map having

5 / 50

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

6 / 50

6. The effect of local attraction is observed in

7 / 50

7. In the stadia method, if k is the multiplying factor, s is the staff intercept, c is the additive constant of the instrument, then the distance equation is given by the expression

8 / 50

8. In survey, it was recorded that Σfall = 0 then

9 / 50

9. The type of survey in which horizontal and vertical distance is measured

10 / 50

10. The upgrade road meets with the downgrade road, then the curve formed at the junction is called

11 / 50

11. In the intersection method of plane tabling, the number of stations needed to be set up is:

12 / 50

12. The contour line can cross one another on a map only in the case of

13 / 50

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

14 / 50

14. Contour lines look to cross each other in the case of

15 / 50

15. The surface perpendicular to the direction of gravity is

16 / 50

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

17 / 50

17. A traverse deflection angle is

18 / 50

18. A river is an obstacle to

19 / 50

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

20 / 50

20. The purpose of triangulation in a chain survey is

21 / 50

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

22 / 50

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

23 / 50

23. The difference between the sum of the measured angles and the theoretical sum of the angles of a closed traverse is called the

24 / 50

24. During chaining along a straight line, the leader of the survey party has three arrows, and while the follower has five arrows. The distance of the follower from the starting point will be

25 / 50

25. The instrument used for measuring area on a contour map is

26 / 50

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

27 / 50

27. A leveling station is a point where:

28 / 50

28. For the construction of a highway railway

29 / 50

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

30 / 50

30. Magnetic declination

31 / 50

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

32 / 50

32. Ranging is the process of

33 / 50

33. If the focal length of the objective glass is 20cm, and the distance from the object glass to the trunnion axis is 12cm, the additive constant is

34 / 50

34. In compass surveying

35 / 50

35. In a closed traverse, the closing error should not be more than (where N is the no. of sides of the traverse)

36 / 50

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

37 / 50

37. Closed contours with higher value inside represent a

38 / 50

38. The upper plate

39 / 50

39. Two contour lines, having the same elevation

40 / 50

40. Level surface is parallel to

41 / 50

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

42 / 50

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

43 / 50

43. The method of leveling in which the plane table is set at only one station to take detail is known as:

44 / 50

44. A disadvantage of plane table survey is:

45 / 50

45. Secular variation is an important factor because

46 / 50

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

47 / 50

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

48 / 50

48. Plane table surveying is a graphical method of surveying in which:

49 / 50

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

50 / 50

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

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