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Civil Engineering MCQS-Surveying Section 2

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An ideal transition curve is





✅ Correct Answer: 3

Pantagraph is used for





✅ Correct Answer: 3

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





✅ Correct Answer: 2

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





✅ Correct Answer: 4

In levelling operation





✅ Correct Answer: 3

If the rate of gain of radial acceleration is 0.3 m per sec3 and full centrifugal ratio is developed. On the curve the ratio of the length of the transition curve of same radius on road and railway; is





✅ Correct Answer: 1

The angle between two plane mirrors of optical square; is





✅ Correct Answer: 3

The latitude of a traverse leg is obtained by multiplying its length by





✅ Correct Answer: 3

For a curve of radius 100 m and normal chord 10 m; the Rankine's deflection angle; is





✅ Correct Answer: 4

A uniform slope was measured by the method of stepping. If the difference in level between two points is 1.8 m and the slope distance between them is 15 m; the error is approximately equal to





✅ Correct Answer: 1

In optical reading instruments





✅ Correct Answer: 4

For setting out a simple curve; using two theodolites.





✅ Correct Answer: 4

Geodetic surveying is undertaken





✅ Correct Answer: 4

The desired sensitivity of a bubble tube with 2 mm divisions is 30". The radius of the bubble tube should be





✅ Correct Answer: 1

A dumpy level was set up at the midpoint between two pegs A and B; 50 m apart and the staff readings at A and B were 1.22 and 1.06. With the level set up a A; the readings at A and B were 1.55 and 1.37. The collimation error per 100 m length of sight is





✅ Correct Answer: 2

Keeping the instrument height as 1 m; length of staff 4 m; the up gradient of the ground 1 in 10; the sight on the up slope must be less than





✅ Correct Answer: 3

True meridian of different places





✅ Correct Answer: 3

Pick up the correct statement from the following :





✅ Correct Answer: 4

Two hill tops A and B 20 km apart are intervened by a third top C. If the top most contour of the three hill tops are of the same value; state whether the line of sight AB





✅ Correct Answer: 2

The diaphragm of a stadia theodolite is fitted with two additional





✅ Correct Answer: 1

Centering error of a theodolite produces an error





✅ Correct Answer: 3

In levelling operation





✅ Correct Answer: 4

Pick up the correct statement from the following :





✅ Correct Answer: 4

The operation of making the algebraic sum of latitudes and departures of a closed traverse; each equal to zero; is known





✅ Correct Answer: 4

Orientation of a plane table by solving two point problem is only adopted when





✅ Correct Answer: 3

A back sight





✅ Correct Answer: 4

The sum of the interior angles of a geometrical figure laid on the surface of the earth differs from that of the corresponding plane figure only to the extent of one second for every





✅ Correct Answer: 3

The systematic errors which persist and have regular effects in the performance of a survey operation; are due to





✅ Correct Answer: 2

The best method of interpolation of contours; is by





✅ Correct Answer: 3

Pick up the correct specification of Ramsden eyepiece from the following :





✅ Correct Answer: 4

Deviation of the actual road gradient from the proposed contou'r gradient up hill side; involves





✅ Correct Answer: 2

Measuring with a 30 m chain; 0.01 m too short; introduces





✅ Correct Answer: 3

Setting out a curve by two theodolite method; involves





✅ Correct Answer: 2

When the bubble of the level tube of a level; remains central





✅ Correct Answer: 1

Pick up the correct statement from the following :





✅ Correct Answer: 4

The vertical angle between longitudinal axis of a freely suspended magnetic needle and a horizontal line at its pivot; is known





✅ Correct Answer: 3

A relatively fixed point of known elevation above datum; is called





✅ Correct Answer: 1

Cross hairs in surveying telescopes; are fitted





✅ Correct Answer: 4

Metric chains are generally available in





✅ Correct Answer: 3

On a diagonal scale; it is possible to read up to





✅ Correct Answer: 3

Plotting of inaccessible points on a plane table; is done by





✅ Correct Answer: 1

A dumpy level is set up with its eye-piece vertically over a peg A. The height from the top of peg A to the centre of the eye-piece is 1.540 m and the reading on peg B is 0.705 m. The level is then setup over B. The height of the eye-piece above peg B is 1.490 m and a reading on A is 2.195 m. The difference in level between A and B is





✅ Correct Answer: 3