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. A transition curve introduced between the tangent and the circular curve should

2 / 50

2. Hydrographic survey deals with the mapping of

3 / 50

3. "Fiducial edge" is the working edge of

4 / 50

4. The spacing of cross-sections in the indirect method of contouring depends upon

5 / 50

5. Contour interval, within the limits of a map

6 / 50

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

7 / 50

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

8 / 50

8. Find the contour interval for the map, 1: 25000 in IS & FPS

9 / 50

9. The upper plate

10 / 50

10. The intercept of a staff is

11 / 50

11. The surface perpendicular to the direction of gravity is

12 / 50

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

13 / 50

13. The maximum permissible difference allowed while taking down the fore bearing and back bearing of a line is

14 / 50

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

15 / 50

15. The permissible limits of error in chaining for measurement on rough or hilly ground are

16 / 50

16. If the included angle is less than 180°, the deflection angle is

17 / 50

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

18 / 50

18. The number of links in a 30 m metric chain is

19 / 50

19. The included angles of the theodolite traverse are generally measured

20 / 50

20. A series of straight, parallel, and widely spaced contours on a map represent a

21 / 50

21. The last reading of leveling is always at

22 / 50

22. Ranging is the process of

23 / 50

23. Obstacle to ranging but not chaining is

24 / 50

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

25 / 50

25. 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

26 / 50

26. Automatic level has advantages of

27 / 50

27. Chain surveying is used for a small area in

28 / 50

28. 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

29 / 50

29. Size of a theodolite is specified by

30 / 50

30. Theodolite is an instrument used for measuring

31 / 50

31. In the whole circle system, the bearings are measured

32 / 50

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

33 / 50

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

34 / 50

34. The method most suitable for plotting in hilly areas is:

35 / 50

35. The device used in computing the horizontal and vertical distances rapidly and conveniently is

36 / 50

36. A traverse survey can be plotted

37 / 50

37. Horizontal equivalent of a uniform slope must be

38 / 50

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

39 / 50

39. 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?

40 / 50

40. Normal tension is that pull which

41 / 50

41. A disadvantage of plane table survey is:

42 / 50

42. A contour map of the area is essential before proceeding with the construction of

43 / 50

43. Which one of the following may not be classified as a natural error?

44 / 50

44. The difference between the sum of the measured angles and the theoretical sum of the angles of a closed traverse is called the

45 / 50

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

46 / 50

46. Working edge of alidade is called

47 / 50

47. If S is the value of one smallest division on the main scale, v is the value of one smallest division on the vernier, and n is the number of divisions on the vernier, then the least count is given by

48 / 50

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

49 / 50

49. A river is an obstacle to

50 / 50

50. The bearing of the traverse line is calculated by

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