Home» Online Test » Civil Engineering » Surveying Online Test » Paper 1 » Paper 2 » Paper 3 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This is a FREE online test. Beware of scammers who ask for money to attend this test. Get fresh, new questions in each attempt. Total Questions: 50 Time Allotted: 50 minutes Passing Score: 70% Randomization: Yes Certificate: Yes Do not refresh the page! 👍 All the best! 1 / 50 1. The most probable value of an observed quantity available from a given set of observations is the one for which the sum of the square of errors is a minimum. This statement is called a) the principle of least square b) the law of errors c) the principle of square errors d) none of the above 2 / 50 2. The instrument used for measuring area on a contour map is a) graph meter b) planimeter c) area meter d) clinometers 3 / 50 3. The quadrantal bearing of a line is determined by: a) prismatic compass b) surveyor's compass c) celestial observations d) none of the above 4 / 50 4. The maximum permissible difference allowed while taking down the fore bearing and back bearing of a line is a) 15' b) 15" c) no such limit d) 1° 5 / 50 5. In plane table instrument for horizontal & vertical measurement without chaining a) theodolite b) tacheometer c) telescopic alidade d) compass 6 / 50 6. Contours are used to determine a) intervisibility of points on a contour map b) area of the drainage basin and capacity of the reservoir c) quantities of earth work d) all of the above 7 / 50 7. The chain length which is not the standard metric chain length is a) 10m b) 20m c) 25m d) 30m 8 / 50 8. Negative errors are caused in the chain when its length is a) less than the standard length b) equal to the standard length c) any of the above d) more than the standard length 9 / 50 9. *The two-peg method is used to check the parallelism between the a) line of collimation and the axis of the bubble tube b) line of collimation and the axis of the telescope c) axis of the bubble tube and the vertical axis d) all of the above 10 / 50 10. In leveling, the station where the back sight and foresight readings are taken is known as a) change point b) fixed point c) movable point d) none of the above 11 / 50 11. Theodolite is an instrument used for measuring a) vertical angles b) deflection angle c) all of the above d) horizontal angles 12 / 50 12. Error in tacheometric surveying is due to a) manipulation b) sighting c) natural causes d) all of the above 13 / 50 13. *Which instrument is not used in plane table a) plane table b) alidade c) altimeter d) anchor 14 / 50 14. The amount of correction due to local attraction at a place a) is constant for all bearings b) varies with the bearing c) changes from time to time d) sometimes additive and sometimes subtractive 15 / 50 15. The two-point problem and three-point problems are methods of: a) orientation b) resection c) orientation and resection d) none of the above 16 / 50 16. The scale used to measure and to set out the angles is a) diagonal scale b) comparative scale c) vernier scale d) scale of chords 17 / 50 17. Size of a theodolite is specified by a) the diameter of the lower plate b) the diameter of the upper plate c) the length of the telescope d) the diameter of the vertical circle 18 / 50 18. The Bench Mark of a point is 400m. Backsight reading at the benchmark is 2.20, and the foresight reading of point A is 2.10. Find the RL of point A a) 400.00m b) 402.20m c) 402.10m d) 400.10m 19 / 50 19. Tacheometry is adopted where a) too many curves at the borders exist b) obstacles and undulations exist c) limitations of space exist d) none of the above 20 / 50 20. *The line of collimation should be parallel to a) vertical axis b) bubble axis c) both (a) and (b) of above d) none of the above 21 / 50 21. The angle which the true meridian makes with the magnetic meridian is called a) magnetic declination or declination b) true declination c) dip d) azimuth 22 / 50 22. A benchmark (BM) is a a) point of known elevation b) reference point c) the first station d) the last station 23 / 50 23. The magnetic north is indicated by a) magnetic compass b) prismatic compass c) theodolite d) leveling 24 / 50 24. Hydrographic survey deals with the mapping of a) large water bodies b) canal system c) cloud movement d) none of the above 25 / 50 25. The central angle subtended by an arc of 30m of the curve a) 573/R b) 1146/R c) 1718.9/R d) 3435/R 26 / 50 26. When the angular and linear measurements are equally precise in traversing, the balancing of the traverse is done by: a) transit rule b) empirical rule c) Bowditch's rule d) none of the above 27 / 50 27. Intersection is preferred to radiation when: a) the lengths are too short b) it is not possible to measure any distance c) the points are too far and invisible d) the points are inaccessible 28 / 50 28. Boning rod is used a) setting out of sewer b) setting out of road c) setting out of canal d) all of the above 29 / 50 29. The longitudinal section of the surface of the bubble tube is a) straight b) circular c) parabolic d) elliptic 30 / 50 30. The absence of chromatic aberration in a telescope is known as a) achromation b) crimination c) aplanation d) definition 31 / 50 31. During chaining along a straight line, the leader of the survey party has three arrows, and while the follower has five arrows. The distance of the follower from the starting point will be a) three chains b) four chains c) five chains d) none of the above 32 / 50 32. In survey, it was recorded that Σfall = 0 then a) the ground is sloping b) it is continuously rising c) it is continuously falling d) none of the above 33 / 50 33. 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 a) s/n b) s/n-1 c) (s+1)/n d) (c - 1)s/n 34 / 50 34. Find the length of curve if radius of curve a) 60 m b) 63 m c) 10 m d) 47 m 35 / 50 35. The important points selected at the ends of the chain lines to command the boundaries of the survey are known as a) main stations b) subsidiary stations c) tie stations d) none of the above 36 / 50 36. The horizontal distances obtained by tacheometry are corrected for a) slope correction b) temperature correction c) refraction and curvature correction d) tension correction 37 / 50 37. The resection by a two-point problem as compared to the three-point problem: a) requires more labor b) takes less time c) gives more accurate results d) none of the above 38 / 50 38. The spacing of crosshairs in a stadia diaphragm of a tacheometer is 1.5mm, and the focal length of the objective glass is 30cm, the multiplying constant of the tacheometer is a) 200 b) 100 c) 50 d) 25 39 / 50 39. A disadvantage of plane table survey is: a) It is heavy, cumbersome, and awkward to carry b) It can't be used in a wet climate c) Details may not be available while redrawing to a different scale. d) All of the above 40 / 50 40. For accurate work, in comparison to the chain, the steel band is used because it a) is light in weight b) is easy to handle c) is practically inextensible d) all of the above 41 / 50 41. The true bearing of a line can be calculated as (Where the declination is to the east.) a) true bearing = magnetic bearing ± magnetic declination b) true bearing = magnetic bearing + magnetic declination c) true bearing = magnetic bearing - magnetic declination d) none of the above 42 / 50 42. A level line is a a) line parallel to the mean spherical surface of the earth b) line normal to the plumb line at all points c) horizontal line d) both (a) and (b) of the above 43 / 50 43. Staff intercept means a) top reading b) bottom reading c) middle reading d) the difference between top and bottom reading 44 / 50 44. The "point of the curve" of a simple circular curve is a) point of commencement b) point of tangency c) point of intersection d) all of the above 45 / 50 45. Personal error in leveling occurs due to a) careless leveling of the instrument b) bubble not centered c) staff not held vertical d) all of the above 46 / 50 46. Choose the correct statement: a) discrepancy in the difference between two measured values of the same quantity b) residual error is the difference between a measured quantity and the most probable value c) variance is the square of the standard deviation d) all of the above 47 / 50 47. The foremost work to be executed while traversing with a compass is a) marking and referencing of stations b) running survey lines c) picking up of details d) reconnaissance 48 / 50 48. "A curve of varying radius introduced between two branches of a compound curve is called a) transition curve b) vertical curve c) compound curve d) reverse curve 49 / 50 49. The difference between the sum of the measured angles and the theoretical sum of the angles of a closed traverse is called the a) angular closing error b) closing error in bearing c) relative closing error d) all of the above 50 / 50 50. The orientation of the table is done by a) magnetic needle b) back sighting c) both (a) and (b) of above d) none of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Surveying MCQ PDF for Offline Study