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 included angles of the theodolite traverse are generally measured a) clockwise from the back station b) clockwise from the forward station c) anticlockwise from the forward station d) anticlockwise from the back station 2 / 50 2. Subtense bar is an instrument used for the measurement of horizontal distance in a) undulated areas b) flat areas c) mountains d) all of the above 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. Placing the table over the station such that the station plotted on the sheet is exactly above the corresponding station on the ground is: a) centering b) leveling c) orienting d) resection 5 / 50 5. Local attraction in compass surveying may be due to a) faulty adjustment in the compass b) the presence of magnetic materials c) loss of magnetism in the needle d) friction of the needle at the point 6 / 50 6. The curvature and refraction corrections applied to staff readings respectively are a) both +ve b) both -ve c) +ve and -ve d) -ve and +ve 7 / 50 7. Chain surveying is used for a small area in a) undulating ground b) fairly level ground c) sloping ground d) contour land 8 / 50 8. Prolongation of a chain line across an obstruction in chain surveying is done by a) drawing perpendiculars with a chain b) making angular observations c) solution of triangles d) all the above methods 9 / 50 9. The advantage of anallatic lens is a) helps in external focusing b) protection against moisture c) computation becomes easy as the additive constant in the distance formula vanishes d) all of the above 10 / 50 10. The range of accuracy in measuring distance by EDM with respect to ODM is a) more b) equal c) less d) none of the above 11 / 50 11. Dumpy level is used when a) the number of observations to be taken is large from one level position b) the number of observations to be taken is small from one level position c) fly leveling is to be done d) none of the above 12 / 50 12. When the following scale is the smallest one a) 1cm = 10m b) 1cm = 100m c) 1cm = 1000m d) 1cm = 10,000m 13 / 50 13. 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 14 / 50 14. 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 15 / 50 15. The trunion axis or transverse axis is a) the axis about which the telescope can be rotated in a vertical plane b) the axis about which the telescope can be rotated in a horizontal plane c) also known as the line of collimation d) none of the above 16 / 50 16. 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 17 / 50 17. A leveling station is a point where: a) the leveling machine is set up b) both back sight and foresight are taken c) the level staff is held d) both A and B 18 / 50 18. Crosshairs in a surveying telescope are fitted a) in the objective glass b) in the ground c) in the optical center of the eyepiece d) all of the above 19 / 50 19. In a closed traverse, a) the difference between the fore-bearing and back bearing should be 90° b) the sum of included angles should be (2N-4) right angles, where N is the number of sides c) the sum of included angles should be (2N-1), where N is the number of sides d) none of the above 20 / 50 20. 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 21 / 50 21. The types of leveling used for Geodetic survey is a) fly leveling b) precise leveling c) profile leveling d) none of the above 22 / 50 22. The error eliminated by taking the mean of both face observations is a) error due to eccentricity of verniers b) error due to imperfect adjustment of levels c) error due to the line of collimation not being perpendicular to the horizontal axis d) all of the above 23 / 50 23. The order of accuracy of the elevation of points obtained from a contour map is equal to a) contour interval b) 1/2 x control interval c) 1/4 x contour interval d) none of the above 24 / 50 24. The process of bringing the vertical circle to the right of the observer is called a) face left b) face right c) changing face d) all of the above 25 / 50 25. Contour interval is proportional a) directly to the scale of the map b) inversely to the scale of the map c) directly to the flatness of the ground d) none of the above 26 / 50 26. The needle is adjusted for a) balancing b) straightening vertically and horizontally c) all of the above d) sensitivity 27 / 50 27. 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 28 / 50 28. Methods adopted for traversing are a) chain traversing and loose needle method b) chain angle method and fast needle method c) all of the above d) none of the above 29 / 50 29. 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 30 / 50 30. 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 31 / 50 31. 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 32 / 50 32. Handles are connected to the link by a) flexible joint b) rigid joint c) swivel joint d) ball and socket joint 33 / 50 33. A scale representing either three units or only one unit and its fractions up to the second place of the decimal point is a) diagonal scale b) comparative scale c) simple vernier d) shrunk scale 34 / 50 34. If the magnetic bearing of the sun at noon at a place in the southern hemisphere is 150°, the magnetic declination at that place is a) 30°E b) 30°W c) 20°E d) 20°W 35 / 50 35. The sensitivity of the bubble tube expressed in terms of the angular value of one division of the bubble is given by a) S/D radians b) D/S radians c) S/D seconds d) none of the above 36 / 50 36. 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 37 / 50 37. 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 38 / 50 38. 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 39 / 50 39. 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 40 / 50 40. The prismatic compass and the surveyor's compass respectively give a) the whole circle bearing of a line & quadrantal bearing b) both the quadrantal bearing of a line & the whole circle bearing of a line c) both the whole circle bearing of a line d) quadrantal & whole circle bearing of a line 41 / 50 41. The chord of curve less than peg interval is known as a) small chord b) short chord c) long chord d) sub chord 42 / 50 42. 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 43 / 50 43. While measuring horizontal distance by stepping method we should follow a) down hill b) up hill c) center d) all of the above 44 / 50 44. The instrument used for centering the plane table accurately is: a) spirit level b) trough compass c) plumbing fork d) alidade 45 / 50 45. The contour interval depends upon a) nature of the ground b) scale of the map c) purpose and extent of the survey d) all of the above 46 / 50 46. A negative declination shows the magnetic meridian to the a) eastern side of the true meridian b) western side of the true meridian c) southern side of the true meridian d) none of the above 47 / 50 47. A relatively fixed point of known elevation above the datum is called a) datum point b) benchmark c) reduced level d) reference point 48 / 50 48. The graduations in a prismatic compass are a) inverted and run clockwise having 0° at north b) inverted and run clockwise having 0° at south c) are erect d) none of the above 49 / 50 49. The direct method of contouring is a) very slow method b) most accurate method c) suitable for contouring a small area d) all of the above 50 / 50 50. If the needle is truly magnetic and is not sluggish a) it will always be oscillating and never stop b) when it stops, it will be exactly on the magnetic meridian c) it will always be free from local attraction d) all 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