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. In a theodolite, the line passing through the intersection of the horizontal and vertical crosshairs and the optical center of the object glass and its continuation is known as

2 / 50

2. Metallic tapes are made of

3 / 50

3. The surface perpendicular to the direction of gravity is

4 / 50

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

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5. Actually, which is not the method of plane tabling?

6 / 50

6. The important points selected at the ends of the chain lines to command the boundaries of the survey are known as

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

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8. The main difference between theodolite and level is:

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9. The representation of general topography of a very flat terrain is possible only

10 / 50

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

11 / 50

11. Negative errors are caused in the chain when its length is

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12. *Error due to imperfect adjustment of plate level is termed as

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

14 / 50

14. Which one is wrong?

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15. An imaginary line lying through the surface of the ground, having a constant inclination to the horizontal, is known as

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16. The reciprocal leveling eliminates

17 / 50

17. The direction of the steepest slope on a contour is

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18. Chain surveying is used for a small area in

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

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20. If the focal length of the objective glass is 20cm, and the distance from the object glass to the trunnion axis is 12cm, the additive constant is

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21. The bearing of line AB is 200° and that of BC is 270°, the included angle ABC is

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22. The "point of tangency" of a simple circular curve is

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23. The contour lines merge or cross one another on the map in the case of

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24. 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

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

26 / 50

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

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

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28. In trigonometrical leveling, the combined correction is given by (where m=coefficient of refraction)

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

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30. Two contour lines, having the same elevation

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31. In the case of a telescopic alidade, the adjustment done is

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32. In a constant level tube, the size of the bubble remains constant because the upper wall of the tube has

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

34 / 50

34. An invert is taken when the point is

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35. Indirect ranging method is adopted when two points of the chain line are:

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36. The true bearing of a line can be calculated as (Where the declination is to the east.)

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

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38. The error eliminated by taking the mean of both face observations is

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

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40. The angle which the true meridian makes with the magnetic meridian is called

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

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42. The process of bringing the vertical circle to the right of the observer is called

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43. The types of errors that are of a cumulative nature and can be corrected are known as

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44. The shape of the vertical curve generally used is

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45. The quadrantal system confines the user to measure the bearings from

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46. The instrument used to reproduce plans to a different scale is called

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47. The absence of spherical aberration in a telescope is known as

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48. The angle subtended by the long chord of a simple curve at its center is equal to

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49. *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

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50. Level surface is parallel to

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