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 / 50

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

2 / 50

2. If the smallest division of a vernier is longer than the smallest division of its primary scale, the vernier is known as

3 / 50

3. The limiting length of an offset does not depend upon

4 / 50

4. 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

5 / 50

5. If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for:

6 / 50

6. In trigonometrical leveling, the combined correction is given by (where m=coefficient of refraction)

7 / 50

7. The correction for curvature as applied to staff reading is

8 / 50

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

9 / 50

9. An offset more than 15m in length is known as

10 / 50

10. The last reading of leveling is always at

11 / 50

11. The types of instrument generally used in the survey of gravity water supply system are:

12 / 50

12. 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

13 / 50

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

14 / 50

14. The direct method of contouring is

15 / 50

15. Chain surveying is used for a small area in

16 / 50

16. Leveling across a river is done by

17 / 50

17. When a chain line encounters a river:

18 / 50

18. Revolving of the telescope of a theodolite in a horizontal plane is

19 / 50

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

20 / 50

20. 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

21 / 50

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

22 / 50

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

23 / 50

23. A diagonal eyepiece is provided with a

24 / 50

24. Automatic level has advantages of

25 / 50

25. The fundamental lines of transit of the theodolite are

26 / 50

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

27 / 50

27. The angular and linear measurement of the part of the traverse can be checked by

28 / 50

28. The angle that can be set by a French cross-staff is

29 / 50

29. Diurnal variation depends upon

30 / 50

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

31 / 50

31. A chain is made up of mild steel or galvanized iron wire of diameter

32 / 50

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

33 / 50

33. When the following scale is the smallest one

34 / 50

34. The closing error is given by

35 / 50

35. Distomats is a type of

36 / 50

36. Ranging is the process of

37 / 50

37. During leveling staff readings are taken 1.0, 0.8 & 0.6 from consecutive horizontal crosshairs, the staff intercept should be

38 / 50

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

39 / 50

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

40 / 50

40. Setting up the plane table consists of operations:

41 / 50

41. Horizontal equivalent of a uniform slope must be

42 / 50

42. The sensitivity of the bubble tube can be increased by

43 / 50

43. In a double-line river, contours are

44 / 50

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

45 / 50

45. 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

46 / 50

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

47 / 50

47. The resection by a two-point problem as compared to the three-point problem:

48 / 50

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

49 / 50

49. 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

50 / 50

50. In a traverse, the algebraic sum of the deflection angles, taking the right-hand deflection angles as positive and left-hand deflection as negative, should be equal to

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