Surveying Online Test - Paper 3 » Winning Questions
GK Aim: A Treasure of MCQs

Surveying Online Test – Paper 3

0%
Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
  • Do not refresh the page!
  • 👍 All the best!

1 / 50

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

2 / 50

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

3 / 50

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

4 / 50

4. The difference between a level line and a horizontal line is that

5 / 50

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

6 / 50

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

7 / 50

7. The surface perpendicular to the direction of gravity is

8 / 50

8. The errors due to bad ranging are

9 / 50

9. If the quadrantal bearing of a line is N 35° W, then the whole circle bearing is

10 / 50

10. A level line is a

11 / 50

11. The magnetic north is indicated by

12 / 50

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

13 / 50

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

14 / 50

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

15 / 50

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

16 / 50

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

17 / 50

17. In survey, it was recorded that Σfall = 0 then

18 / 50

18. Tilting levels are used for

19 / 50

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

20 / 50

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

21 / 50

21. 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

22 / 50

22. Theodolite is an instrument used for measuring

23 / 50

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

24 / 50

24. The image of the objectives formed should lie

25 / 50

25. Obstacle to ranging but not chaining is

26 / 50

26. Positive error is caused if

27 / 50

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

28 / 50

28. The horizontal distances obtained by tacheometry are corrected for

29 / 50

29. 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

30 / 50

30. Cubic parabola is a type of

31 / 50

31. If the station A and B are equally affected and in the different direction, then the difference between the forebearing and back bearing of a line AB should be

32 / 50

32. A poor fix of the table is:

33 / 50

33. Chainage is the distance measured

34 / 50

34. The last reading of leveling is always at

35 / 50

35. The process of turning the telescope about the vertical axis in a horizontal plane is known as

36 / 50

36. 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

37 / 50

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

38 / 50

38. 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

39 / 50

39. The difference between the two bearings of the last line as observed at the first and the last station of a traverse is known as

40 / 50

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

41 / 50

41. An operation for determining the relative elevations of different points on the surface of the earth is known as

42 / 50

42. The benchmark of a station A is 500 m, and the back sight reading at the point A is 2 m & foresight reading of station B is 3 m. Find the RL of station B

43 / 50

43. 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

44 / 50

44. The triangle formed by joining the position of the known points on plane table survey is known as:

45 / 50

45. The fundamental lines of transit of the theodolite are

46 / 50

46. Plane table surveying is a graphical method of surveying in which:

47 / 50

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

48 / 50

48. Tacheometry is best suited

49 / 50

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

50 / 50

50. Short offsets are measured with

Please provide accurate information so we can send your Achievement Certificate by mail.

Your score is

Share your achievement!

LinkedIn Facebook
0%

Please provide your feedback.

Thank you for your valuable feedback.

Subscribe
Notify of
guest
0 Comments
Scroll to Top