Q.1

If a tacheometer is fitted with an anal-latic lens

  • additive constant is 100, multiplying constant is zero
  • multiplying constant is 100, additive constant is zero
  • both multiplying and additive constants are 100
  • both multiplying and additive constants are 50.
Q.2

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

  • direct vernier
  • double vernier
  • retrograde vernier
  • simple vernier.
Q.3

Prismatic compass is considered more accurate than a surveyor's compass, because

  • it is provided with a better magnetic needle
  • it is provided with a sliding glass in the object vane
  • its graduations are in whole circle bearings
  • it is provided with a prism to facilitate reading of its graduated circle
  • both (c) and (d).
Q.4

Pantagraph is used for

  • measuring distances
  • measuring areas
  • enlarging or reducing plans
  • setting out right angles
Q.5

Back bearing of a line is equal to

  • Fore bearing ± 90°
  • Fore bearing ± 180°
  • Fore bearing ± 360°
  • Fore bearing ± 270°
Q.6

Pick up the correct statement from the following :

  • If the slope of the curve of a mass diagram in the direction of increasing abscissa is downward, it indicates an embankment
  • The vertical distance between a maximum ordinate and the next forward maximum ordinate represents the whole volume of the embankment
  • The vertical distance between a minimum ordinate and the next forward maximum ordinate represents the whole volume of a cutting
  • The area enclosed by a loop of the curve and balancing line, measures the haul in that direction.
  • all the above.
Q.7

A theodolite is said to be in perfect adjustment if

  • rotation axis is vertical to the transit axis
  • transit axis is perpendicular to line of collimation
  • line of collimation sweeps out a vertical plane while the telescope is elevated or depressed
  • all the above.
Q.8

Greater accuracy in linear measurements, is obtained by

  • tacheometry
  • direct chaining
  • direct taping
  • all the above.
Q.9

While measuring a chain line between two stations A and B intervened by a raised ground

  • vision gets obstructed
  • chaining gets obstructed
  • both vision and chaining get obstructed
  • all the above.
Q.10

A standard steel tape of lengthm and cross-sectionx 1.0 mm was standardised at 25°C and atkg pull. While measuring a base line at the same temperature, the pull applied waskg. If the modulus of elasticity of steel tape is 2.2 x 106 kg/cm2, the correction to be applied is

  • - 0.000909 m
  • + 0.0909 m
  • 0.000909 m
  • none of these
Q.11

Volume of the earth work may be calculated by

  • mean areas
  • end areas
  • Prismoidal formula
  • Trapezoidal
  • all the above.
Q.12

Cross-staff is used for

  • setting out right angles
  • measuring contour gradient
  • taking levels
  • measuring distances
  • none of these
Q.13

In reciprocal levelling, the error which is not completely eliminated, is due to

  • earth's curvature
  • non-adjustment of line of collimation
  • refraction
  • non-adjustment of the bubble tube.
Q.14

An angle of deflection right, may be directly obtained by setting the instrument to read

  • zero on back station
  • 180° on back station
  • 90°
  • 270° on back station.
Q.15

In a lemniscate curve the ratio of the angle between the tangent at the end of the polar ray and the straight, and the angle between the polar ray and the straight, is

  • 2
  • 3
  • 4
  • 5
  • 3/2
Q.16

In levelling operation,

  • The first sight on any change point is a back sight
  • The second sight on any change point is a fore sight
  • The line commences with a fore sight and closes with a back sight
  • The line commences with a back sight and closes with a foresight.
Q.17

If the angular measurements of a traverse are more precise than its linear measurements, balancing of the traverse, is done by

  • Bowditch's rule
  • Transit rule
  • Empirical rule
  • all of the above.
Q.18

In an internal focusing telescope

  • the objective is at a fixed distance from the diaphragm
  • the focusing is done by the sliding of a divergent lens.
  • the focusing divergent lens is situated at about the middle of the tube
  • all the above.
Q.19

Pick up the correct statement from the following :

  • if the image of the object does not fall on the plane of the cross-lines, parallax exists
  • parallax has nothing to do with the eyepiece
  • the eyepiece is adjusted for clear vision of the cross hairs
  • all the above.
Q.20

While rotating the theodolite in the horizontal plane, the bubble of the bubble tube takes up the same position in its tube, it indicates

  • the rotation axis is vertical
  • the trummion axis is horizontal
  • the line of collimation is perpendicular to vertical axis
  • none of the above
Q.21

The chord of a curve less than peg interval, is known as

  • small chord
  • sub-chord
  • normal chord
  • short chord.
Q.22

Ramsden eye-piece consists of

  • two convex lenses short distance apart
  • two concave lenses short distance apart
  • one convex lens and one concave lens short distance apart
  • two plano-convex lenses short distance apart, with the convex surfaces facing each other.
Q.23

From any point on the surface with a given inclination

  • only one contour gradient is possible
  • two contour gradients are possible
  • indefinite contour gradients are possible
  • all the above.
Q.24

The Random errors tend to accumulate proportionally to

  • numbers of operations involved
  • reciprocal of operations involved
  • square root of the number of operation involved
  • cube root of the number of operation involved.
Q.25

The bearing of AB isand that of CB is30'. The included angle ABC, is

  • 80° 30'
  • 99° 30'
  • 70° 30'
  • none of these
Q.26

Which one of the following mistakes/errors may be cumulative + or - :

  • bad ranging
  • bad straightening
  • erroneous length of chain
  • sag.
Q.27

Magnetic bearing of a survey line at any place

  • remains constant
  • changes systematically
  • varies differently in different months of the year
  • is always greater than true bearing.
Q.28

The 'point of curve' of a simple circular curve, is

  • point of tangency
  • point of commencement
  • point of intersection
  • mid-point of the curve
Q.29

In tacheometrical observations, vertical staff holding is generally preferred to normal staffing, due to

  • ease of reduction of observations
  • facility of holding
  • minimum effect of careless holding on the result
  • none of these.
Q.30

The method of finding out the difference in elevation between two points for eliminating the effect of curvature and refraction, is

  • reciprocal levelling
  • precise levelling
  • differential levelling
  • flying levelling
Q.31

Magnetic bearing of a survey line at any place

  • remains constant
  • changes systematically
  • varies differently in different months of the year
  • is always greater than true bearing.
Q.32

The total change in level along the line is equal to total back sights

  • minus total fore sights
  • the total rises minus total falls
  • the reduced level of last point minus reduced level of the first point
  • all the above.
Q.33

The apparent error on reversal is

  • equal to the actual error
  • twice the actual error
  • thrice the actual error
  • none of these.
Q.34

The branch of surveying in which both horizontal and vertical positions of a point, are determined by making instrumental observations, is known

  • tacheometry
  • tachemetry
  • telemetry
  • all the above.
Q.35

The longitudinal section of the surface of bubble tube is

  • straight
  • circular
  • parabolic
  • elliptic.
Q.36

For preparation of a contour plan for a route survey

  • method of squares is used
  • method of trace contour is used
  • method of cross profile is used
  • indirect method of contouring is used.
Q.37

The slope correction may be ignored if

  • the slope of the ground is less than 3°
  • to slope of the ground is say 1 in 19
  • both (a) and (b)
  • neither (a) nor (b)
Q.38

For preparation of a contour plan for a route survey

  • method of squares is used
  • method of trace contour is used
  • method of cross profile is used
  • indirect method of contouring is used.
Q.39

The ratio of the linear displacement at the end of a line, subtended by an arc of one second to the length of the line, is

  • 1:206 300
  • 1:3440
  • 1:57
  • 1:100.
Q.40

The co-ordinate of a point measured perpendicular to the parallel, is called

  • total latitude
  • meridian distance
  • total departure
  • consecutive co-ordinate.
Q.41

The main plate of a transit is divided intoequal divisions.divisions of the vernier coincide exactly withdivisions of the main plate. The transit can read angles accurate upto

  • 5"
  • 10"
  • 15"
  • 20"
  • 30"
Q.42

Mistakes which may produce a very serious effect upon the final results arise due to

  • in attention
  • in experience
  • carelessness
  • all of these.
Q.43

The smaller horizontal angle between the true meridian and a survey line, is known

  • declination
  • bearing
  • azimuth
  • dip.
Q.44

The distance between steps for measuring down hill to obtain better accuracy

  • decreases with decrease of slope
  • increases with increase of slope
  • decreases with increase of slope
  • decreases with decrease of weight of the chain.
Q.45

Number of subdivisions per metre length of a levelling staff is

  • 100
  • 200
  • 500
  • 1000
Q.46

There are two stations A and B. Which of the following statements is correct :

  • the fore bearing of AB is AB
  • the back bearing of AB is BA
  • the fore and back bearings of AB differ by 180°
  • all the above.
Q.47

The chaining on sloping ground is

  • easier along the falling gradient
  • easier along the up gradient
  • equally convenient along falling as well as up gradient
  • all the above.
Q.48

Angles to a given pivot station observed from a number of traverse stations when plotted, the lines to the pivot station intersect at a common point

  • angular measurements are correct and not the linear measurements
  • linear measurements are correct and not the angular measurements
  • angular and linear measurements are correct and not the plotting of traverse
  • angular and linear measurements and also plotting of the traverse are correct.
Q.49

While measuring the distance between two points along upgrade with the help of am chain, the forward end of the chain is shifted forward through a distance

  • 20 (sin θ - 1)
  • 20 (cos θ - 1)
  • 20 (sec θ - 1)
  • 20 (cosec θ - 1).
Q.50

The true meridian of a place is the line in which earth's surface is intersected by a plane through

  • east and west points
  • zenith and nadir points
  • north and south geographical poles
  • north and south magnetic poles.
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