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

2 / 50

2. *The line of collimation should be parallel to

3 / 50

3. Secular variation is an important factor because

4 / 50

4. The needle is adjusted for

5 / 50

5. Offset angle taken in chain survey may be

6 / 50

6. The direct method of contouring is

7 / 50

7. In the scale of a map is 1:25000, what does it mean:

8 / 50

8. 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

9 / 50

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

10 / 50

10. The amount of correction due to local attraction at a place

11 / 50

11. In compass surveying

12 / 50

12. The absence of chromatic aberration in a telescope is known as

13 / 50

13. In survey works, declination varies from time to time and place to place. The main important variation is

14 / 50

14. Tacheometry is adopted where

15 / 50

15. The shape of the vertical curve generally used is

16 / 50

16. The inclination of the needle to the horizontal towards the pole is called

17 / 50

17. The height of instrument method is

18 / 50

18. *Which instrument is not used in plane table

19 / 50

19. The tacheometric method is a more suitable method for preparing the contour map of

20 / 50

20. The maximum angular error in laying the direction is 3°; if this maximum displacement of the point on paper is the same for both sources of error, the accuracy in the offset measurement will be

21 / 50

21. The Q.B of the lines are given by...., ...., & ..... If W.C.B. of the lines are 0°, 135°, 270° respectively

22 / 50

22. Which one is wrong?

23 / 50

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

24 / 50

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

25 / 50

25. The Normal chord of a curve should be

26 / 50

26. *The two-peg method is used to check the parallelism between the

27 / 50

27. The errors due to bad ranging are

28 / 50

28. The two-point problem is:

29 / 50

29. If a chain is found too short on testing, it can be adjusted by

30 / 50

30. 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

31 / 50

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

32 / 50

32. Theodolite is an instrument used for measuring

33 / 50

33. Chainage is the distance measured

34 / 50

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

35 / 50

35. If the needle of the compass is sluggish the type of error will be

36 / 50

36. The magnetic north is indicated by

37 / 50

37. Handles of chains are made of

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 sum of northing of a traverse exceeds the sum of southing by 2m and the sum of easting exceeds the sum of westing by 2m, the resulting closing error will be

40 / 50

40. In profile leveling, staff readings on two neighboring pegs 20m apart are 1.200 and 1.00, respectively. Therefore, the proposed road has a

41 / 50

41. Closed contours with higher value inside represent a

42 / 50

42. *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?

43 / 50

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

44 / 50

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

45 / 50

45. Plane table survey is considered good as compared to other surveys since:

46 / 50

46. The W.C.B of a line is preferred to a quadrantal bearing merely because

47 / 50

47. Magnetic declination

48 / 50

48. Metallic tapes are made of

49 / 50

49. Short offsets are measured with

50 / 50

50. Tilting levels are used for

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