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 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 2 / 50 2. Compensator is used to make the line of sight perpendicular to the vertical axis in the case of a) dumpy level b) theodolite c) all of the above d) automatic level 3 / 50 3. Ten readings were recorded in a level field book. If the instrument was shifted after the 2nd and 6th readings, then the foresight readings are a) 1st, 2nd, and 7th readings b) 2nd, 6th, and 10th readings c) 2nd and 6th readings. d) 3rd, 4th, 5th, 7th, 8th, and 10th readings 4 / 50 4. In leveling across a hill, the level should be set up on a) the side of the hill b) its top c) both (a) and (b) above d) none of the above 5 / 50 5. The intercept of a staff is a) minimum if the staff is held truly normal to the line of sight b) maximum if the staff is held truly normal to the line of sight c) decreases if the staff is tilted away from normal d) increases if the staff is tilted away from normal 6 / 50 6. Tacheometry is best suited a) where chaining is impossible b) for populous areas c) in broken grounds d) for extremely accurate survey 7 / 50 7. The reciprocal leveling eliminates a) the error due to curvature b) collimation error c) both (a) and (b) of the above d) none of the above 8 / 50 8. Chainage is the distance measured a) along a chain line b) perpendicular to a chain line c) perpendicular to a tie line d) none of the above 9 / 50 9. Which of the following instruments is generally used for baseline measurements? a) metallic tape b) steel tape c) invar tape d) chain 10 / 50 10. 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 11 / 50 11. 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 12 / 50 12. Magnetic declination a) remains the same at different places b) varies from place to place c) does not vary with temperature d) none of the above 13 / 50 13. A series of closed contour lines on the map with higher to lower values inside them represent a a) hill b) ridge c) depression d) steep slope 14 / 50 14. In survey works, declination varies from time to time and place to place. The main important variation is a) secular variation b) annual variation c) diurnal variation d) irregular variation 15 / 50 15. For the route survey of a contour map, the method used is a) square method b) cross-profile method c) quantities of earthwork d) all of the above 16 / 50 16. Natural error in leveling is caused due to a) wind vibration b) atmospheric refraction c) temperature variation d) all of the above 17 / 50 17. 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 18 / 50 18. The strength of the fix of a plane table is: a) accuracy in centering b) accuracy in locating the position of the instrument station by taking observations to three stations c) fixity of the table while solving the two-point problem d) none of the above 19 / 50 19. The angle of intersection of a curve is the angle between a) forward tangent and long chord b) back tangent and long chord c) back tangent and forward tangent d) none of the above 20 / 50 20. Which one is the simplest survey? a) chain survey b) compass survey c) plane table survey d) leveling 21 / 50 21. "Fiducial edge" is the working edge of a) plumbing fork b) alidade c) belidade d) all of the above 22 / 50 22. The elevation (BM) of point A is 100 m. Backsight reading at A is 20, and foresight reading at B is 30 m. Find the RL of point B a) 100m b) 90m c) 120m d) 9130m 23 / 50 23. Chain surveying is used for a small area in a) undulating ground b) fairly level ground c) sloping ground d) contour land 24 / 50 24. The telescope is said to be normal when the a) bubble of the telescope is down and the face of the vertical circle is right b) bubble of the telescope is up and the face of the vertical circle is left c) bubble of the telescope is up and the face of the vertical circle is right d) none of the above 25 / 50 25. While measuring horizontal distance by stepping method we should follow a) down hill b) up hill c) center d) all of the above 26 / 50 26. Azimuth and altitude of a star a) are constant b) vary due to diurnal motion c) azimuth is constant but altitude is not constant d) none of the above 27 / 50 27. The outer spindle attached to the lower plate in a transit theodolite is known as a) vernier plate b) scale plate c) alidade d) none of the above 28 / 50 28. Contour interval, within the limits of a map a) may be kept constant b) may not be kept constant c) must be kept constant d) may vary according to the configuration 29 / 50 29. The accuracy required in precise leveling is of the order of (Where K is the total distance of the level line in KM) a) ± 4√K mm b) +8√K mm c) +12√K mm d) all of the above 30 / 50 30. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as a) movable hair method b) fixed hair method c) tangential hair method d) substense hair method 31 / 50 31. The quadrantal bearing of a line is determined by: a) prismatic compass b) surveyor's compass c) celestial observations d) none of the above 32 / 50 32. In the direct method of contouring, the process of locating points lying on a contour is known as a) horizontal control b) vertical control c) ranging d) none of the above 33 / 50 33. The observed reading on a leveling staff was 3.525 m. If the staff was 0.125m off from the original ground level, what should be the correct reading? a) 3.65m b) 3.525m c) 3.4m d) all of the above 34 / 50 34. Find the length of curve if R=500 m, Intersection angle= 120° a) 500m b) 525m c) 550m d) 575m 35 / 50 35. In a double-line river, contours are a) stopped at the bank of the river b) stopped at the edge of the river c) drawn across the water d) none of the above 36 / 50 36. 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 37 / 50 37. The closing error is given by a) √(ΣL^2+ΣD^2) b) √((ΣL+ΣD))^2 c) ΣL^2 +ΣD^2 d) none of the above 38 / 50 38. The angle of intersection of the horizon mirror and the index mirror of an optical square is a) 30° b) 45° c) 105° d) 120° 39 / 50 39. Height of instrument method of leveling, as compared to the rise and fall method, is a) more accurate b) less accurate c) quicker and less tedious d) none of the above 40 / 50 40. Invar tapes are made of an alloy of a) nickel and steel b) copper and steel c) tin and steel d) aluminum and steel 41 / 50 41. When the following scale is the smallest one a) 1cm = 10m b) 1cm = 100m c) 1cm = 1000m d) 1cm = 10,000m 42 / 50 42. In chain survey execution, this first step taken is a) reconnaissance b) marking station c) running survey line d) reference sketches 43 / 50 43. When several contours coincide, it indicates a) an overhanging b) a saddle c) a valley d) a vertical cliff 44 / 50 44. The instrument used for measuring area on a contour map is a) graph meter b) planimeter c) area meter d) clinometers 45 / 50 45. The surface of zero elevation around the earth, which is slightly irregular and curved, is known as a) mean sea level b) geoid surface c) level surface d) horizontal surface 46 / 50 46. Chain surveying is used for a) small areas in open ground b) small areas with crowded details c) small areas with simple details d) large areas with simple details 47 / 50 47. The principle of surveying to prevent the accumulation of errors is a) to work from whole to the part b) to work from part to whole c) both (a) and (b) above d) none of the above 48 / 50 48. For a line AB a) the forebearing and back bearing of line AB differ by 180° b) the forebearing of AB and the back bearing of line BA differ by 180° c) both (a) and (b) of the above d) none of the above 49 / 50 49. The types of instrument generally used in the survey of gravity water supply system are: a) abney level b) dumpy level c) theodolite d) clinometer 50 / 50 50. 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 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. 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