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. Instrumental error in leveling is an error due to

2 / 50

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

3 / 50

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

4 / 50

4. The intercept of a staff is

5 / 50

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

6 / 50

6. If the length of a transition curve is such that the full super elevation is attained at the junction with the circular curve, the resultant curve is known as

7 / 50

7. Which one of the following is not a personal error?

8 / 50

8. The accuracy of measurement in chain surveying does not depend upon

9 / 50

9. True meridians

10 / 50

10. A straight line tangential to the longitudinal curve of the level tube at its center is known as

11 / 50

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

12 / 50

12. The scale used to measure and to set out the angles is

13 / 50

13. Isogonic lines are

14 / 50

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

15 / 50

15. Which of the following terms is not associated with leveling:

16 / 50

16. The maximum allowable limit up to which a measurement may vary from the true value is known as

17 / 50

17. Right face and left face readings are taken to

18 / 50

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

19 / 50

19. You are requested to carry out a survey for the construction of a small airport in a mountainous region of Nepal. Which of the following surveying method will you choose?

20 / 50

20. The errors due to bad ranging are

21 / 50

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

22 / 50

22. When a chain line encounters a river:

23 / 50

23. Chainage is the distance measured

24 / 50

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

25 / 50

25. Horizontal equivalent of a uniform slope must be

26 / 50

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

27 / 50

27. The place where the reading is taken is known as

28 / 50

28. The sensitivity of the bubble tube expressed in terms of the angular value of one division of the bubble is given by

29 / 50

29. Find the length of curve if radius of curve

30 / 50

30. *The radius of curvature of the arc of the bubble tube is generally kept

31 / 50

31. To orient a plane table without two inaccessible points, the method generally adopted is:

32 / 50

32. The two-point problem as compared to the three-point problem is:

33 / 50

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

34 / 50

34. If W is the weight of the chain, L is the span, and P is the tension or pull, the sag correction for the chain will be

35 / 50

35. The effect of local attraction is observed in

36 / 50

36. The fundamental lines of transit of the theodolite are

37 / 50

37. A Cadastral Map is a map having

38 / 50

38. The projection of a line on a plane perpendicular to the meridian is known as

39 / 50

39. The optical square is based on the principle of

40 / 50

40. Fifteen readings were recorded in a level field book. If the instrument was shifted after the 5th, 10th, and 15th readings, then the foresight readings are

41 / 50

41. The Bench Mark of a point is 400m. Backsight reading at the benchmark is 2.20, and the foresight reading of point A is 2.10. Find the RL of point A

42 / 50

42. Tacheometry is adopted where

43 / 50

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

44 / 50

44. Hydrographic survey deals with the mapping of

45 / 50

45. Different grades are joined together by a

46 / 50

46. The length of an Engineer's chain is

47 / 50

47. Contour lines

48 / 50

48. The "point of the curve" of a simple circular curve is

49 / 50

49. In a double-line river, contours are

50 / 50

50. 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

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