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. Bowditch's rule is applied to a) an open traverse for graphical adjustment b) determine the effect of local attraction c) a closed traverse for the adjustment of closing error d) none of the above 2 / 50 2. The chord of curve less than peg interval is known as a) small chord b) short chord c) long chord d) sub chord 3 / 50 3. The best method of interpolation of contours in the direct method of contouring is by a) computations b) interpolation c) estimation d) none of the above 4 / 50 4. 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 5 / 50 5. The instrument used to reproduce plans to a different scale is called a) planimeter b) clinometer c) ghat tracer d) pentagraph 6 / 50 6. If the included angle is less than 180°, the deflection angle is a) right-handed or positive b) left-handed or negative c) 90° d) none of the above 7 / 50 7. Cubic parabola is a type of a) transition curve b) vertical curve c) compound curve d) simple curve 8 / 50 8. *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 9 / 50 9. *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 10 / 50 10. Hydrographic survey deals with the mapping of a) large water bodies b) canal system c) cloud movement d) none of the above 11 / 50 11. Instrumental error in leveling is an error due to a) imperfect adjustment b) sluggish bubble c) movement of the objective slide d) all of the above 12 / 50 12. If a chain is found too short on testing, it can be adjusted by a) straightening the links b) inserting additional circular rings c) flattening the circular rings d) any of the above 13 / 50 13. *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 14 / 50 14. A benchmark (BM) is a a) point of known elevation b) reference point c) the first station d) the last station 15 / 50 15. In plane table instrument for horizontal & vertical measurement without chaining a) theodolite b) tacheometer c) telescopic alidade d) compass 16 / 50 16. Bench marks are fixed by a) trigonometric leveling b) barometric leveling c) spirit leveling d) profile leveling 17 / 50 17. The method most suitable for plotting in hilly areas is: a) radiation b) resection c) intersection d) traversing 18 / 50 18. The errors due to bad ranging are a) cumulative positive b) cumulative negative c) compensating d) cumulative positive or negative 19 / 50 19. The length of the perpendicular offset from a tangent to the junction of a transition curve and circular curve is equal to a) shift b) 2 x shift c) 3 x shift d) 4 x shift 20 / 50 20. 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° 21 / 50 21. The W.C.B of a line is preferred to a quadrantal bearing merely because a) the bearing is not completely specified by an angle b) the bearing is completely specified by an angle c) the sign of the correction of magnetic declination is different in different quadrants d) all of the above 22 / 50 22. 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 23 / 50 23. The bearing of line AB is 200° and that of BC is 270°, the included angle ABC is a) 110° b) 80° c) 90° d) none of the above 24 / 50 24. For the construction of a highway railway a) longitudinal sections are required b) cross sections are required c) both longitudinal and cross sections are required d) none of these 25 / 50 25. The reduced level of the line of collimation is 50m, and the staff reading at the base of the pillar is 1.15 m. Find the reduced level of the base of the pillar a) 48.85m b) 51.15m c) 50m d) 52.30m 26 / 50 26. Find the contour interval for the map, 1: 25000 in IS & FPS a) 4m & 20.70ft b) 6m & 19.70ft c) 3m & 20.70ft d) 5m & 19.70ft 27 / 50 27. 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 28 / 50 28. The RL of the benchmark is 1000.0 m, and the back sight reading at the benchmark is 2.555 m. Find the staff reading of IS if the RL of IS is 1000.055 m a) 2.555 m b) 2.5 m c) 3 m d) 0.0505 m 29 / 50 29. An internal focusing type of telescope is focused by the movement of a) convex lens b) concave lens c) plano-convex lens d) objective glass 30 / 50 30. An anallatic lens is a.... used to remove an additive constant in a tacheometer. a) convex lens b) concave lens c) compound concave and convex lens d) plain lens 31 / 50 31. Plane table surveying is a graphical method of surveying in which: a) fieldwork and plotting proceed simultaneously b) plotting is done later while records are taken in the field book c) only fieldwork is done d) none of the above 32 / 50 32. The tie line is run through the survey to a) take off sets for detailed surveying b) take details of nearby objects c) check accuracy of work d) all of the above 33 / 50 33. The whole circle bearing 338°42" converted into quadrantal form is given as a) N 21°18' W b) S 21°18' E c) W 21°18' N d) none of the above 34 / 50 34. The magnetic bearing of a line is 60°, and the true bearing of the same line is 70°. Find the declination a) 10°E b) 10°W c) 0° d) none of the above 35 / 50 35. The accuracy of measurement in chain surveying does not depend upon a) leader b) follower c) length of chain d) length of offset 36 / 50 36. *The leveling of the instrument is done such that a) line of sight is truly horizontal b) optical axis is truly horizontal c) vertical axis truly vertical d) line of collimation is truly horizontal 37 / 50 37. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be a) 3.827m b) 3.83m c) 3.834m d) 3.384m 38 / 50 38. Metallic tapes are made of a) steel b) invar c) cloth and wires d) nickel 39 / 50 39. The types of survey used to fix property lines are a) topographical b) cadastral c) city d) astronomical 40 / 50 40. The Normal chord of a curve should be a) less than sub chord b) equal to sub chord c) greater than sub chord d) all of the above 41 / 50 41. An imaginary line connecting the points of equal elevation on the ground surface is known as a) contour line b) contour interval c) horizontal equivalent d) contour gradient 42 / 50 42. *The correction for refraction is given by a) 0.0785d^2m b) 0.0112 d^2m c) 0.0673 d^2m d) none of the above 43 / 50 43. The perpendicular distance of the midpoint of the line from the reference meridian is known as a) double meridian distance b) meridian distance c) departure of the line d) latitude of the line 44 / 50 44. "Fiducial edge" is the working edge of a) plumbing fork b) alidade c) belidade d) all of the above 45 / 50 45. In an internal focusing type of telescope, the negative lens provided is a) convex lens b) double concave lens c) plano concave lens d) convex concave lens 46 / 50 46. The limiting length of an offset does not depend upon a) accuracy of the work b) method of setting out perpendiculars c) scale of plotting d) indefinite features to be surveyed 47 / 50 47. If the intercept on the vertical staff is observed as 1.5mm from a tacheometer, the horizontal distance between the tacheometer and staff station is a) 100m b) 150m c) 300m d) 75m 48 / 50 48. Boning rod is used a) setting out of sewer b) setting out of road c) setting out of canal d) all of the above 49 / 50 49. The multiplying constant of a tacheometer is a) f/d b) f/I c) f(i+d) d) none of the above 50 / 50 50. An operation for determining the relative elevations of different points on the surface of the earth is known as a) leveling b) simple leveling c) differential leveling d) longitudinal leveling 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