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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Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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  • 👍 All the best!

1 / 50

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

2 / 50

2. The sag correction is always

3 / 50

3. Right face and left face readings are taken to

4 / 50

4. In a closed traverse,

5 / 50

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

6 / 50

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

7 / 50

7. Chainage is the distance measured

8 / 50

8. The process of turning the telescope about the horizontal axis in a vertical plane by a complete revolution is known as

9 / 50

9. The line normal to the plumb line is known as

10 / 50

10. When several contours coincide, it indicates

11 / 50

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

12 / 50

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

13 / 50

13. The stadia hairs are not used in

14 / 50

14. The survey stations set up during traversing with the compass should be such that

15 / 50

15. If the magnetic declination is (-)6°0' and the reduced bearing of a line is S40°01'E, the true bearing of the line is

16 / 50

16. A field is measured with a 1.0 percent too-long chain is found to be 10,000 acres. The corrected area of the field will be

17 / 50

17. In a survey, it was recorded that Σrise = 0, then

18 / 50

18. Working edge of alidade is called

19 / 50

19. The closing error is given by

20 / 50

20. A series of closed contour lines on the map with higher to lower values inside them represent a

21 / 50

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

22 / 50

22. Azimuth and altitude of a star

23 / 50

23. Staff intercept means

24 / 50

24. A 30 m long tape was standardized at a temperature of 30°C; at the time of measurement, the temperature recorded was 35°C. Then the correction for temperature per tape length is (coefficient of thermal expansion = 0.0001116/°C)

25 / 50

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

26 / 50

26. A level line is a

27 / 50

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

28 / 50

28. *The radius of curvature of the arc of the bubble tube is generally kept

29 / 50

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

30 / 50

30. The maximum allowable limit up to which a measurement may vary from the true value is known as

31 / 50

31. The benchmark of a station A is 500 m, and the back sight reading at the point A is 2 m & foresight reading of station B is 3 m. Find the RL of station B

32 / 50

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

33 / 50

33. Axis method of traverse correction is used when

34 / 50

34. 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

35 / 50

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

36 / 50

36. Pick up the odd statement

37 / 50

37. "Cross-sectioning" and "Longitudinal sectioning" is

38 / 50

38. The best method of interpolation of contours in the direct method of contouring is by

39 / 50

39. The magnetic north is indicated by

40 / 50

40. In plane table instrument for horizontal & vertical measurement without chaining

41 / 50

41. *The observed reading on a leveling staff was 3.545 m. If the staff was 0.150m off from the original ground level, what should be the correct reading?

42 / 50

42. *Total station measures

43 / 50

43. A discrepancy is the difference between

44 / 50

44. Chain surveying is used for a small area in

45 / 50

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

46 / 50

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

47 / 50

47. In leveling across a hill, the level should be set up on

48 / 50

48. Distomats is a type of

49 / 50

49. Offset angle taken in chain survey may be

50 / 50

50. The instrument used to reproduce plans to a different scale is called

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