Surveying Online Test – Paper 2

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Created by 05ee5296782fad7019cdf7681b0f8797 gkaimVikash chaudhary

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

Get New Questions in Each Attempt

  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
  • Do not refresh the page!
  • 👍 All the best!

1 / 30

1. When several contours coincide, it indicates

2 / 30

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

3 / 30

3. 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

4 / 30

4. 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

5 / 30

5. 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

6 / 30

6. True meridians

7 / 30

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

8 / 30

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

9 / 30

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

10 / 30

10. The designation of scale recommended by IS: 1491-1959 is

11 / 30

11. The errors due to bad ranging are

12 / 30

12. When a chain line encounters a river:

13 / 30

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

14 / 30

14. The range of accuracy in measuring distance by EDM with respect to ODM is

15 / 30

15. In compass surveying

16 / 30

16. The purpose of triangulation in a chain survey is

17 / 30

17. Size of a theodolite is specified by

18 / 30

18. The bearing of the traverse line is calculated by

19 / 30

19. The location of the contour gradient for a highway is best set out from

20 / 30

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

21 / 30

21. The inclination of the needle to the horizontal towards the pole is called

22 / 30

22. Personal error in leveling occurs due to

23 / 30

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

24 / 30

24. Secular variation is an important factor because

25 / 30

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

26 / 30

26. In a dumpy level, the objective and eyepiece lenses are made of two or more small lenses to obtain

27 / 30

27. A poor fix of the table is:

28 / 30

28. If the smallest division of a vernier is longer than the smallest division of its primary scale, the vernier is known as

29 / 30

29. Under Survey, "working from whole to part" is done

30 / 30

30. A 30m chain was found to be 20cm too long after chaining 1500m. The correct length of the total distance chained will be

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