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Departmentofcivilengineering
Surveying quiz
1. A metallic tape is made of
a)Steel b)invar c)linen d)cloth and wires
2.Forawell-conditioned triangle, no angle should beless than
a)20° b) 30° c)45° d) 60°
3.The angle ofintersection ofthe two plane mirrors of anoptical square is
a)30° b) 45° c)60° d) 90°
4.Which ofthe following methods ofoffsets involves less measurement onthe ground?
a)Method of perpendicular offsets b)method of oblique offsets
c)Method of ties d)all involve equal measurement onthe ground
5.The correction for sag is
a) Always additive b)always subtractive
c) Always zero d)sometimes additive and sometimes subtractive
6.Crossstaff is aninstrument used for
a) Measuring approximate horizontal angles b)setting out right angles
c) Measuring bearings ofthe lines d)none of the above
7.Normal tension is that pull which
a) Is used at the time ofstandardizing the tape b) Neutralizes the effect due to pull and sag
c) Makes the correction due tosagequal to zero d)makes the correction due topull equal tozero
8. If 50 m point of a 100 m tape is 50 cm off line, and 50 m sections are straight, an error is
generated equal to
a) 1/10,000 b) 1/15,000 c) 1/20,000 d) 1/25,000
9. The radius of curvature of the arc of the bubble tube is generally kept
a) 10 m b) 25 m c) 50 m d)100 m
10. The direction of steepest slope on a contour, is
a) Along the contour
b) At an angle of 45° to the contour
c) At right angles to the contour
d) None of these
11. The difference in the lengths of an arc and its subtended chord on the earth surface for a
distance of 18.2 km, is only
a) 1 cm b) 5 cm c) 10 cm d) 100 cm
12. If deflection angles are measured in a closed traverse, the difference between the sum of
the right-hand and that of the left hand angles should be equal to
a) 0° b) 90° c) 180° d) 360°
13. The accuracy of measurement in chain surveying, does not depend upon
a) Length of the offset
b) Scale of the plotting
c) Importance of the features
d) General layout of the chain lines
14. The true meridian of a place is the line in which earth's surface is intersected by a plane
through
a) East and west points
b) Zenith and nadir points
c) North and south geographical poles
d) North and south magnetic poles
15. The area of any irregular figure of the plotted map is measured with
a) Pentagraph
b) Sextant
c) Clinometer
d) Planimeter
16. A lemniscate curve will not be transitional throughout, if its deflection angle, is
a) 45° b) 60° c) 90° d) 120°
17. The ratio of the radius and apex distance of a curve deflecting through Δ°, is
a)
b)
c)
d)
18. The co-ordinate of a point measured perpendicular to the parallel, is called
a) Total latitude
b) Meridian distance
c) Total departure
d) Consecutive co-ordinate.
19. If the radius of a simple curve is 600 m, the maximum length of the chord for calculating
offsets, is taken
a) 10 m
b) 20 m
c) 30 m
d) 25m
20. Correct distance obtained by an erroneous chain is
a)
b)
c)
d) None of these
21. for preparation of a contour plan for a route survey
a) Method of squares is used
b) Method of trace contour is used
c) Method of cross profile is used
d) Indirect method of contouring is used.
22. The zero of the graduated circle of a prismatic compass is located at
a) North end
b) East end
c) South end
d) West end
23. The bearing of AB is 190° and that of CB is 260° 30'. The included angle ABC, is
a) 80° 30'
b) 99° 30'
c) 70° 30'
d) None of these
24. The power of a lens
a) Is reciprocal of its focal length
b) Is positive if it is a convex lens
c) Is negative if it is a concave lens
d) Is measured in diopter.
25. In an adjusted level, when the bubble is central, the axis of the bubble tube becomes
parallel to
a) line of sight
b) Line of collimation
c) Axis of the telescope
d) None of these.
26.Keeping the instrument height as 1.5 m, length of staff 4 m, the slope of the ground as 1 in
10, the sight on the down-slope, must be less than
a) 30 m
b) 25 m
c) 20 m
d) 15 m
27.If +0.8% grade meets -0.7% grade and the rate of change of grade for 30 m distance is
0.05, The length of the vertical curve will be
a) 600 m
b) 700 m
c) 800 m
d) 900 m
28. Overturning of vehicles on a curve can be avoided by using
a) Compound curve
b) Vertical curve
c) Reverse curve
d) Transition curve
29. The two point problem and three point problem are methods of
a) Resection
b) Orientation
c) Traversing
d) A& B option above
30. The line normal to the plumb line is known as
a) Horizontal line
b) Level line
c) Datum line
d) Vertical line
31. Indirect method of contouring, the process of locating or identifying points lying on a
contour is called
a) Ranging
b) Centring
c) Horizontal control
d) Vertical control
32. Contour interval is
a) Inversely proportional to the scale of the map
b) Directly proportional to the flatness of ground
c) Larger for accurate works
d) Larger if the time available is more
33. The size of a plane table is
a) 750mm x 900mm
b) 600mm x 750mm
c) 450mm x 650mm
d) 300mm x 450mm
34. Different grades are joined together by
a) Compound curve
b) Transition curve
c) Reverse curve
d) Vertical curve

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Survey quiz

  • 1. Departmentofcivilengineering Surveying quiz 1. A metallic tape is made of a)Steel b)invar c)linen d)cloth and wires 2.Forawell-conditioned triangle, no angle should beless than a)20° b) 30° c)45° d) 60° 3.The angle ofintersection ofthe two plane mirrors of anoptical square is a)30° b) 45° c)60° d) 90° 4.Which ofthe following methods ofoffsets involves less measurement onthe ground? a)Method of perpendicular offsets b)method of oblique offsets c)Method of ties d)all involve equal measurement onthe ground 5.The correction for sag is a) Always additive b)always subtractive c) Always zero d)sometimes additive and sometimes subtractive 6.Crossstaff is aninstrument used for a) Measuring approximate horizontal angles b)setting out right angles c) Measuring bearings ofthe lines d)none of the above 7.Normal tension is that pull which a) Is used at the time ofstandardizing the tape b) Neutralizes the effect due to pull and sag c) Makes the correction due tosagequal to zero d)makes the correction due topull equal tozero 8. If 50 m point of a 100 m tape is 50 cm off line, and 50 m sections are straight, an error is generated equal to a) 1/10,000 b) 1/15,000 c) 1/20,000 d) 1/25,000 9. The radius of curvature of the arc of the bubble tube is generally kept a) 10 m b) 25 m c) 50 m d)100 m 10. The direction of steepest slope on a contour, is a) Along the contour b) At an angle of 45° to the contour c) At right angles to the contour d) None of these 11. The difference in the lengths of an arc and its subtended chord on the earth surface for a distance of 18.2 km, is only a) 1 cm b) 5 cm c) 10 cm d) 100 cm 12. If deflection angles are measured in a closed traverse, the difference between the sum of the right-hand and that of the left hand angles should be equal to a) 0° b) 90° c) 180° d) 360°
  • 2. 13. The accuracy of measurement in chain surveying, does not depend upon a) Length of the offset b) Scale of the plotting c) Importance of the features d) General layout of the chain lines 14. The true meridian of a place is the line in which earth's surface is intersected by a plane through a) East and west points b) Zenith and nadir points c) North and south geographical poles d) North and south magnetic poles 15. The area of any irregular figure of the plotted map is measured with a) Pentagraph b) Sextant c) Clinometer d) Planimeter 16. A lemniscate curve will not be transitional throughout, if its deflection angle, is a) 45° b) 60° c) 90° d) 120° 17. The ratio of the radius and apex distance of a curve deflecting through Δ°, is a) b) c) d) 18. The co-ordinate of a point measured perpendicular to the parallel, is called a) Total latitude b) Meridian distance c) Total departure d) Consecutive co-ordinate. 19. If the radius of a simple curve is 600 m, the maximum length of the chord for calculating offsets, is taken a) 10 m b) 20 m c) 30 m d) 25m
  • 3. 20. Correct distance obtained by an erroneous chain is a) b) c) d) None of these 21. for preparation of a contour plan for a route survey a) Method of squares is used b) Method of trace contour is used c) Method of cross profile is used d) Indirect method of contouring is used. 22. The zero of the graduated circle of a prismatic compass is located at a) North end b) East end c) South end d) West end 23. The bearing of AB is 190° and that of CB is 260° 30'. The included angle ABC, is a) 80° 30' b) 99° 30' c) 70° 30' d) None of these 24. The power of a lens a) Is reciprocal of its focal length b) Is positive if it is a convex lens c) Is negative if it is a concave lens d) Is measured in diopter. 25. In an adjusted level, when the bubble is central, the axis of the bubble tube becomes parallel to a) line of sight b) Line of collimation c) Axis of the telescope d) None of these. 26.Keeping the instrument height as 1.5 m, length of staff 4 m, the slope of the ground as 1 in 10, the sight on the down-slope, must be less than a) 30 m b) 25 m c) 20 m d) 15 m
  • 4. 27.If +0.8% grade meets -0.7% grade and the rate of change of grade for 30 m distance is 0.05, The length of the vertical curve will be a) 600 m b) 700 m c) 800 m d) 900 m 28. Overturning of vehicles on a curve can be avoided by using a) Compound curve b) Vertical curve c) Reverse curve d) Transition curve 29. The two point problem and three point problem are methods of a) Resection b) Orientation c) Traversing d) A& B option above 30. The line normal to the plumb line is known as a) Horizontal line b) Level line c) Datum line d) Vertical line 31. Indirect method of contouring, the process of locating or identifying points lying on a contour is called a) Ranging b) Centring c) Horizontal control d) Vertical control 32. Contour interval is a) Inversely proportional to the scale of the map b) Directly proportional to the flatness of ground c) Larger for accurate works d) Larger if the time available is more 33. The size of a plane table is a) 750mm x 900mm b) 600mm x 750mm c) 450mm x 650mm d) 300mm x 450mm 34. Different grades are joined together by a) Compound curve b) Transition curve c) Reverse curve d) Vertical curve