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. Invar tapes are made of an alloy of a) nickel and steel b) copper and steel c) tin and steel d) aluminum and steel 2 / 50 2. The difference between the most probable value of a quantity and its observed value is a) conditional error b) true error c) residual error d) safe error 3 / 50 3. The representation of general topography of a very flat terrain is possible only a) by drawing possible only b) by drawing contours at a large interval c) by giving spot levels at a large interval d) by giving spot levels to salient features of close interval 4 / 50 4. A transition curve introduced between the tangent and the circular curve should a) have infinite curvature at the junction of straight and transition curve b) have zero curvature at the junction of straight and transition curve c) meet the curve tangentially d) none of the above 5 / 50 5. The longitudinal section of the surface of the bubble tube is a) straight b) circular c) parabolic d) elliptic 6 / 50 6. Offsets are a) chain lines out of alignment b) small measurements from the chain line c) measurements taken in chain surveying d) none of the above 7 / 50 7. The quadrantal bearing of a line is determined by: a) prismatic compass b) surveyor's compass c) celestial observations d) none of the above 8 / 50 8. 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 9 / 50 9. *For the construction of highway/railway a) longitudinal sections are required b) cross sections are required c) both longitudinal and cross sections are required d) none of these 10 / 50 10. In the whole circle system, the bearings are measured a) clockwise from the north point of the reference meridian towards the line of sight round the circle b) anticlockwise from the north point c) with the notations of cardinal points N, E, S & W d) none of the above 11 / 50 11. 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 12 / 50 12. If the needle of the compass is sluggish the type of error will be a) instrumental error b) personal error c) natural error d) none of the above 13 / 50 13. If the distance between two points A and B is 1km, the combined correction for curvature and refraction will be a) 0.673m b) 0.0673m c) 1.0673m d) 1.673m 14 / 50 14. 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 15 / 50 15. If the level tube is out of adjustment by an angle e, when the telescope is rotated through 180°, it becomes a) 4e b) 3e c) 2e d) -e 16 / 50 16. A relatively fixed point of known elevation above the datum is called a) datum point b) benchmark c) reduced level d) reference point 17 / 50 17. The function of the leveling head is a) to attach the theodolite to the tripod b) to provide a bearing for the outer hollow spindle c) to provide a means of leveling the instrument d) all of the above 18 / 50 18. 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 19 / 50 19. The angle that can be set by a French cross-staff is a) 45° b) 90° c) 45° or 90° d) none of the above 20 / 50 20. In compass surveying a) the direction and lengths of the survey line are measured by compass b) the direction is measured by the compass c) length is measured by the chain or tape d) both (b) and (c) of above 21 / 50 21. 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 22 / 50 22. If the station A and B are equally affected and in the different direction, then the difference between the forebearing and back bearing of a line AB should be a) 180° b) 200° c) 220° d) may any of the above 23 / 50 23. The triangle formed by joining the position of the known points on plane table survey is known as: a) small triangle b) medium triangle c) great triangle d) equilateral triangle 24 / 50 24. The magnification of a telescope lens depends upon a) the focal length of the eyepiece b) the focal length of the objective lens c) the ratio of (b) and (a) above d) the inverse of the ratio of (b) and (a) above 25 / 50 25. 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 26 / 50 26. Horizontal equivalent of a uniform slope must be a) equal b) unequal c) contour interval d) none of the above 27 / 50 27. Compensating errors in chaining or other surveys are a) proportional to the length of the line b) proportional to the square root of the length of the line c) inversely proportional to the square root of the length of the line d) inversely proportional to the length of the line 28 / 50 28. For a station to be free from local attraction a) the fore and back bearings of the line should be measured accurately b) the fore and back bearings of the line should differ by exactly 180° c) the fore and back bearing of the line should be exactly the same but with opposite signs d) none of the above 29 / 50 29. You are requested to carry out a survey for the construction of a small airport in a mountainous region of Nepal. Which of the following surveying method will you choose? a) plane tabling b) chain surveying c) leveling d) tacheometric surveying 30 / 50 30. In the case of a telescopic alidade, the adjustment done is a) the line of collimation should be perpendicular to the axis of the telescope b) the horizontal axis should be parallel to the alidade rule c) the bubble line of the telescope level should be parallel to the plane of collimation d) all of the above 31 / 50 31. Area of triangle joining three corner points in comparison to the circle same three points: a) always greater b) always less c) always equal d) none of the above 32 / 50 32. Metallic tapes are made of a) steel b) invar c) cloth and wires d) nickel 33 / 50 33. A poor fix of the table is: a) when the station is within the great triangle b) when the station is near the great circle c) when the angle subtended is small d) all of the above 34 / 50 34. The instrument used to reproduce plans to a different scale is called a) planimeter b) clinometer c) ghat tracer d) pentagraph 35 / 50 35. The Philadelphia rod is a type of a) solid staff b) folding staff c) telescopic staff d) none of the above 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. Angular surveying in which both the horizontal and vertical positions of a point are obtained by optical means is known as a) tacheometry b) hydrography c) topography d) all of the above 38 / 50 38. A series of straight, parallel, and widely spaced contours on a map represent a a) valley b) ridge c) curved surface d) inclined plane surface 39 / 50 39. The fix of the table is good when: a) the station is within the great triangle b) the middle station is farther than the other two stations c) the angle subtended between two stations is not very small d) all of the above 40 / 50 40. The quadrantal system confines the user to measure the bearings from a) the north point clockwise b) the north point or south point, whichever is nearer c) the north point anticlockwise d) none of the above 41 / 50 41. The method of leveling in which the plane table is set at only one station to take detail is known as: a) intersection b) radiation c) resection d) traversing 42 / 50 42. "Fiducial edge" is the working edge of a) plumbing fork b) alidade c) belidade d) all of the above 43 / 50 43. 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 44 / 50 44. 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 45 / 50 45. During leveling staff readings are taken 1.0, 0.8 & 0.6 from consecutive horizontal crosshairs, the staff intercept should be a) 1.0 b) 0.8 c) 0.6 d) 0.4 46 / 50 46. The instrument used for centering the plane table accurately is: a) spirit level b) trough compass c) plumbing fork d) alidade 47 / 50 47. With the help of leveling, we measure a) horizontal angle b) vertical angle c) deflection angle d) none of the above 48 / 50 48. 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 49 / 50 49. If W is the weight of the chain, L is the span, and P is the tension or pull, the sag correction for the chain will be a) W^2L^2/24P^2 b) W^2L/24P c) LW^2/24P^2 d) W^2L^2/24P 50 / 50 50. Plane table survey is considered good as compared to other surveys since: a) it is easy to shift & carry b) the number of equipment is less c) plotting is done outdoor d) chances of missing details are less 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