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

2 / 50

2. In leveling, the station where the back sight and foresight readings are taken is known as

3 / 50

3. Sensitivity of a level tube is expressed by

4 / 50

4. If the included angle is greater than 180°, the deflection angle is

5 / 50

5. The resection by a two-point problem as compared to the three-point problem:

6 / 50

6. An internal focusing type of telescope is focused by the movement of

7 / 50

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

8 / 50

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

9 / 50

9. When the whole circle bearing of two lines AB and AC are 115° and 41° respectively, then the included angle BAC will be:

10 / 50

10. For any point on the surface with a given inclination, the contour gradient possible is

11 / 50

11. If the sights are vertical

12 / 50

12. The instrument used for centering the plane table accurately is:

13 / 50

13. The magnetic north is indicated by

14 / 50

14. In compass surveying

15 / 50

15. Contour lines look to cross each other in the case of

16 / 50

16. A bearing noted N45° E represents

17 / 50

17. "Fiducial edge" is the working edge of

18 / 50

18. *Which instrument is not used in plane table

19 / 50

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

20 / 50

20. The difference between the most probable value of a quantity and its observed value is

21 / 50

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

22 / 50

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

23 / 50

23. For a dumpy level in perfect adjustment, the horizontal cross hair should be in a plane

24 / 50

24. Bowditch's rule is applied to

25 / 50

25. A level line is a

26 / 50

26. An offset scale always has the zero mark at

27 / 50

27. A river is an obstacle to

28 / 50

28. If the bearing of AB is N 30° W and the bearing of BC is N 40° E, then find the angle < ABC

29 / 50

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

30 / 50

30. *The method of leveling used to carry out the reconnaissance of an area is

31 / 50

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

32 / 50

32. 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

33 / 50

33. Butt rods are used for measuring

34 / 50

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

35 / 50

35. Right face and left face readings are taken to

36 / 50

36. The types of survey in which fieldwork and plotting proceed simultaneously are:

37 / 50

37. The minimum horizontal distance between any two consecutive contours is known as

38 / 50

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

39 / 50

39. The sensitivity of the bubble tube can be increased by

40 / 50

40. If the magnetic bearing of a line is 65° and the true bearing 45°, then the magnetic declination is

41 / 50

41. The line normal to the plumb line is known as

42 / 50

42. When a chain line encounters a river:

43 / 50

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

44 / 50

44. If the needle of the compass is sluggish the type of error will be

45 / 50

45. *When it is not possible to set up the level, midway between the two points, then the difference in elevation between them is measured by

46 / 50

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

47 / 50

47. For the construction of a highway railway

48 / 50

48. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be

49 / 50

49. *The two-peg method is used to check the parallelism between the

50 / 50

50. Axis method of traverse correction is used when

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