
Survey 1 To 100 Y 17
Created on 10th August 2025
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104 Questions
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Questions (104)
1. The object of Surveying is to prepare a ........
Map
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2. The main principal of Surveying is to Work from........
The whole to the part
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3. Surveys which deplct the natural features of a Country are known as..... Surveys
Topographical
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4. A 20 meter chain is divided in to.......links
100
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5. The length of Guntur's chain is.......feet
66
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6. Chain Survey is recommended when the area is.....
Simple and fairly level
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7. In chain Survey Area is divided into....
Triangles
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8. The sketch prepared during Reconnaissance survey is....
Index sketch
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9. The working principle of the optical square is based on.....
Double reflection
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10. The field records of the chain Survey is entered in a/an
Field Book
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11. The main Survey stations are located on the ground by....
Reference sketches
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12. The perpendicular offsets may be taken by setting the right angle in the ratio
3:4:5
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13. If a 20 m chain gets displaced from correct alignment by a perpendicular Distance "d" meter then the error is given by
D2/40
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14. If a wooded area obstructs the chain line, then it is crossed by the.... line
Random
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15. When the area is large, undulating and crowded with many details the method of....is adopted
Traversing
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16. The size of compass is designated by its.....
Diameter
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17. The Surveyor's compass shows the..... bearing of line
Quandrantal
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18. In a prismatic compass, the zero is marked on the .......
South end
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19. In surveyor's compass the ring is graduated.......
In quadrants o degree To 90 degree
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20. Open traverse is suitable in the survey of
Rivers
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21. The sum of interior angles of a closed traverse having 'N' side is......
(2N-4) × 90 Degree
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22. In the WBC system a line is said to be free from local attraction, if the fore bearing and back bearing differences is....
180 degree
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23. The accuracy of open traverse is checked by the.......
Cut off line
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24. If the fore bearing of a line is 145 degree 30 then its back bearing will be....
325 degree 30'
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25. In the WBC system, a line is said to be free from local attraction if the difference between the fore bearing and back bearing is......
180 degree
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26. The accuracy of the open Travels is checked by .....
Cut off line
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27. The closing error in a closed traverse in adjusted by.....
Bowditch rule
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28. The method of keeping the plane table in successive stations parallel to the position it occupied at the starting station is known as.....
Orientation
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29. The term strength of fix is related to the
Three point problem
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30. In plane table survey the operation which must be carried out is......
Orientation
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31. The working edge of the alidobe is known as the.....
Fiducial edge
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32. The north line of the map is Marked on..... corner
Right hand top
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33. The U frok and plumb bob are required for......
Centering
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34. The principal of plane table is.....
Parallelism
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35. The plane table map cannot be plotted to a different scale, as there is no......
Field Book
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36. The strength of fix is bad, if the plane table station is taken....
On the circumference of the great circle
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37. What are the methods of plane table ?
All of these
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38. The datum adopted for India is......
MSL At Karachi
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39. The bench mark established by the survey of India is known as
GTS
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40. The surface of the still water is considerate to be....
Level
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41. The surface tangential to a level surface is said to be a........ surface
Horizontal
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42. The line of collimation and axis of the telescope should.....
Coincide
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43. The length of sopwith Telescopic leveling staff is..... metre
4.0
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44. When there is relative movement between the cross hairs and staff reading, it is known as.....
Parallax
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45. The staff reading taken on a point of known elevation is termed as....... reading
Back sight
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46. The internal focusing telescope is focused by moving the....
Double concave lens
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47. Buy arithmetical check we can ensure the accuracy of....
Field work & Calculation
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48. The operation of leveling to determine the elevation between two point is known as
Differential leveling
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49. The benchmark fixed at the end of days work is called the......... B.M
Temparary
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50. The operation of leveling from finishing point to the starting point at the end of day's work is known as......
Check leveling
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51. The operation of leveling across any river is termed as.....Leveling
Reciprocal
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52. The operation of leveling from any benchmark to the starting point of any project is known as.....leveling
Fly
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53. To eliminate collimation error, the leveling instrument must be placed
Exacting midway between B.S. and F.S
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54. The real image of the object is formed.....
In the plane of cross hairs
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55. The Diapragm is fitted......
Infornt of the eye piece
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56. The tangent to the longitudinal surface of the bubble tube is known as the.....
Axis of the bubble
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57. The sensitiveness of the bubble is directly relected to........
The radius of the curvature of bubble tube
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58. The line joining the points of equal elevation is called......
Contour
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59. The vertical Distance between two adjacent Contour lines is called the......
Contour interval
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60. The line formed along, the intersection of the ground surface and a level surface is known as the.......line
Contour
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61. A contour line intersects a Ridge line or Valley line.....
Perpendicularly
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62. The contour interval for a particular map is.......
Kept constant
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63. When contour line touch one another at a particular zone it indicates.......
Vertical cliff
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64. When lower values are inside the loop it indicates........
A depression
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65. When the higher values are inside the loop it indicates a.....
Hill
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66. The contour interval is inversely proportional to......
Steepness of the area
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67. When a contour interval is fixed between 0.25 and 0.50 m it indicates....
A Flattish Slope
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68. The alignment of highways are generally taken along the......
Ridge line
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69. When contours of different elevation cross each other It indicates a/an
Overhanging cliff
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70. The horizontal distance between two consecutive contours is called is......
Horizontal equivalent
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71. When consecutive contour line runs close together it indicates a.....
Steep slope
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72. A Simpson's formula, the number of ordinates must be....
Odd
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73. In the trapezoided formula, the number of division should be.....
Either odd or even
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74. Irregular area may be computed by an instrument known as the.......
Planimeter
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75. When the tracing point is moved along a circle without rotatin of the wheel, then the circle is known as......
Zero circle
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76. When the anchor point is inside the figure the area of zero circle is.....
Added
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77. The value of the planimetre constaut (C) is added only when the anchor point is...... the figure
Inside
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78. The volume completed by the prismoidal method is considered to be......
Exact
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79. To obtain the correct volume using trapezoidal rule, the prismoidal correction should always be.....
Substracted
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80. The horizontal distance through the excavated earth transported from the barrow area to the site of work is called as.....
Lead
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81. The vertical distance through which excavated Earth is lifted is known as......
Lift
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82. The graph prepared in order to facilated proper distribution of excavated earth is known as.....
Mass diagram
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83. A Theodolite in which the telescope can be revolved through a complete revolution in a vertical plane is known as.....
Transit theodolite
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84. The size of the Theodolite is defined according to......
Diameter of graduated horizontal circle
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85. Face left position is also called.......
Telescope normal
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86. In case of the theodolite if 'D' is the smallest value of main scale and 'v' the smallest value of vernier scale then the least count of the vernier is given by.......
d-v
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87. In a closed traverse, the algebraic sum of latitude and departure must be equal to.....
0 degree
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88. Lines AB and BC intersect at 'B' and the angle B is measured by theodolite, then the deflection angle of line BC is given by.....
180 degree - angle B
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89. Fine adjustment in theodolite is done by
Tangent screw
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90. The included angles of the traverse are measured....
Clockwise
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91. Balancing of traverse is done according to the.....
Transit rule
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92. The differenct types of vertical curves are......
Summit Curve & sag Curve
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93. A transit theodolite fitted with a stadia diaphragm and analytic lense is known as a/an
Tachometer
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94. An analytic lense is provided to make a additive constant equal to....
0
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95. In tangential techeometry the staff is held....
Vertically
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96. A building is set out in order to clearly define the......
All of these
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97. What is the permissible error in chaining for precise work ?
1 in 2000
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98. What is the angle between the mirror of optical square ?
45 degree
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99. What types of telescope do you know of ?
The external focussing telescope & the internal focussing telescope
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100. In surveying the measurements are taken only in the....... plane
Horizontal
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101. Reconnaissance survey is done for...
Feasibility of project and rough cost
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102. 10 decimeter (dm)
1 m
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103. 90 degree equal to
II/2
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104. 100 hectares (ha) equal to
1 km2
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