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. The position of a point can be fixed more accurately by

2 / 50

2. 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

3 / 50

3. The length of the perpendicular offset from a tangent to the junction of a transition curve and circular curve is equal to

4 / 50

4. Personal error in leveling occurs due to

5 / 50

5. When several contours coincide, it indicates

6 / 50

6. A series of closely spaced contour lines represent a

7 / 50

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

8 / 50

8. The two-point problem and three-point problems are methods of:

9 / 50

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

10 / 50

10. Handles are connected to the link by

11 / 50

11. Boning rod is used

12 / 50

12. 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

13 / 50

13. The angle which the true meridian makes with the magnetic meridian is called

14 / 50

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

15 / 50

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

16 / 50

16. In the direct method of contouring, the process of locating points lying on a contour is known as

17 / 50

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

18 / 50

18. Ranging is the process of

19 / 50

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

20 / 50

20. Find the length of curve if the radius of the curve is 50 m, and the angle of deflection is 60°

21 / 50

21. In the case of a telescopic alidade, the adjustment done is

22 / 50

22. The effect of local attraction is observed in

23 / 50

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

24 / 50

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

25 / 50

25. Crosshairs in a surveying telescope are fitted

26 / 50

26. Short offsets are measured with

27 / 50

27. If the image formed by the objective of the telescope is not in the plane of crosshairs, it is called

28 / 50

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

29 / 50

29. Contour lines of different elevations can unite to form one line only in the case of

30 / 50

30. If n observations are taken, the accidental errors are proportional to

31 / 50

31. Orientation is the operation of keeping the table at successive stations such that:

32 / 50

32. Obstacle to ranging but not chaining is

33 / 50

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

34 / 50

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

35 / 50

35. 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

36 / 50

36. *Accuracy of 'fix' by two-point problem is

37 / 50

37. The fundamental lines of transit of the theodolite are

38 / 50

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

39 / 50

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

40 / 50

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

41 / 50

41. The main difference between an optical square and a prism square is

42 / 50

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

43 / 50

43. Distomats is a type of

44 / 50

44. 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

45 / 50

45. The graduations in a prismatic compass are

46 / 50

46. In a closed traverse,

47 / 50

47. The method of plane tabling generally adopted to obtain details and plotting inaccessible points is:

48 / 50

48. 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:

49 / 50

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

50 / 50

50. In a dumpy level, the objective and eyepiece lenses are made of two or more small lenses to obtain

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