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

2 / 50

2. Compensator is used to make the line of sight perpendicular to the vertical axis in the case of

3 / 50

3. Ten readings were recorded in a level field book. If the instrument was shifted after the 2nd and 6th readings, then the foresight readings are

4 / 50

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

5 / 50

5. The intercept of a staff is

6 / 50

6. Tacheometry is best suited

7 / 50

7. The reciprocal leveling eliminates

8 / 50

8. Chainage is the distance measured

9 / 50

9. Which of the following instruments is generally used for baseline measurements?

10 / 50

10. The important points selected at the ends of the chain lines to command the boundaries of the survey are known as

11 / 50

11. Contours are used to determine

12 / 50

12. Magnetic declination

13 / 50

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

14 / 50

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

15 / 50

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

16 / 50

16. Natural error in leveling is caused due to

17 / 50

17. The central angle subtended by an arc of 30m of the curve

18 / 50

18. The strength of the fix of a plane table is:

19 / 50

19. The angle of intersection of a curve is the angle between

20 / 50

20. Which one is the simplest survey?

21 / 50

21. "Fiducial edge" is the working edge of

22 / 50

22. 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

23 / 50

23. Chain surveying is used for a small area in

24 / 50

24. The telescope is said to be normal when the

25 / 50

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

26 / 50

26. Azimuth and altitude of a star

27 / 50

27. The outer spindle attached to the lower plate in a transit theodolite is known as

28 / 50

28. Contour interval, within the limits of a map

29 / 50

29. The accuracy required in precise leveling is of the order of (Where K is the total distance of the level line in KM)

30 / 50

30. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as

31 / 50

31. The quadrantal bearing of a line is determined by:

32 / 50

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

33 / 50

33. The observed reading on a leveling staff was 3.525 m. If the staff was 0.125m off from the original ground level, what should be the correct reading?

34 / 50

34. Find the length of curve if R=500 m, Intersection angle= 120°

35 / 50

35. In a double-line river, contours are

36 / 50

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

37 / 50

37. The closing error is given by

38 / 50

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

39 / 50

39. Height of instrument method of leveling, as compared to the rise and fall method, is

40 / 50

40. Invar tapes are made of an alloy of

41 / 50

41. When the following scale is the smallest one

42 / 50

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

43 / 50

43. When several contours coincide, it indicates

44 / 50

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

45 / 50

45. The surface of zero elevation around the earth, which is slightly irregular and curved, is known as

46 / 50

46. Chain surveying is used for

47 / 50

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

48 / 50

48. For a line AB

49 / 50

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

50 / 50

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

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