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 direction of the steepest slope on a contour is a) along the contour b) at an angle to the contour c) at right angles to the contour d) none of the above 2 / 50 2. When the whole circle bearing of two lines AB and AC are 115° and 41° respectively, then the included angle BAC will be: a) 74° b) 45° c) 115° d) 156° 3 / 50 3. 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 4 / 50 4. 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 5 / 50 5. The accuracy of measurement in chain surveying does not depend upon a) leader b) follower c) length of chain d) length of offset 6 / 50 6. "Fiducial edge" is the working edge of a) plumbing fork b) alidade c) belidade d) all of the above 7 / 50 7. Setting up the plane table consists of operations: a) leveling b) centering c) leveling and centering d) orienting 8 / 50 8. 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 9 / 50 9. 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 10 / 50 10. The area of the earth's surface is taken into account only if the extent of the survey is more than a) 60 sq km b) 160 sq km c) 260 sq km d) 500 sq km 11 / 50 11. Closed contours with higher value inside represent a a) depression b) hill c) plain surface d) none 12 / 50 12. The length of an Engineer's chain is a) 70 ft b) 80 ft c) 90 ft d) 100 ft 13 / 50 13. Direction of the closing error is given by a) sin^-1 ΣD/ΣL b) tan^-1 ΣD/ΣL c) sin^-1 ΣL/ΣD d) tan^-1 ΣL/ΣD 14 / 50 14. A straight line tangential to the longitudinal curve of the level tube at its center is known as a) horizontal axis b) line of collimation c) bubble line d) line of right 15 / 50 15. 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 16 / 50 16. Working edge of alidade is called a) fiducial edge b) knife edge c) broad edge d) plane table edge 17 / 50 17. 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 18 / 50 18. 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 19 / 50 19. The difference between the two bearings of the last line as observed at the first and the last station of a traverse is known as a) angular closing error b) closing error in bearing c) relative closing error d) none of the above 20 / 50 20. Automatic level has advantages of a) high precision and external influence b) freedom from errors and external influence c) comfortable and has a large range of application d) all of the above 21 / 50 21. *When it is not possible to set up the level, midway between the two points, then the difference in elevation between them is measured by a) fly leveling b) precise leveling c) differential leveling d) reciprocal leveling 22 / 50 22. *The instrument used to measure horizontal and vertical angle is a) planimeter b) clinometer c) ghat tracer d) sextant 23 / 50 23. Short offsets are measured with a) an ordinary chain b) an invar tape c) a metallic tape d) a steel tape 24 / 50 24. The image of the objectives formed should lie a) at the eyepiece b) in the plane of cross hairs c) at the center of the eyepiece d) at the optical center of the eyepiece. 25 / 50 25. An offset scale always has the zero mark at a) middle b) end c) either middle or at the end d) none of the above 26 / 50 26. The maximum angular error in laying the direction is 3°; if this maximum displacement of the point on paper is the same for both sources of error, the accuracy in the offset measurement will be a) 1 in 18 b) 1 in 19 c) 1 in 25 d) 1 in 30 27 / 50 27. Tellurometer uses a) light waves b) radio waves c) infra waves d) all of the above 28 / 50 28. 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 29 / 50 29. The line normal to the plumb line is known as a) horizontal line b) level line c) datum line d) vertical line 30 / 50 30. If the temperature increases, the sensitivity of a bubble tube a) increases b) decreases c) remains constant d) none of the above 31 / 50 31. 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° 32 / 50 32. 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 33 / 50 33. When the following scale is the smallest one a) 1cm = 10m b) 1cm = 100m c) 1cm = 1000m d) 1cm = 10,000m 34 / 50 34. Which one is wrong? a) anallatic lens is not a concave lens b) anallatic lens is a convex lens c) anallatic lens is used to eliminate the additive constant d) none of the above 35 / 50 35. 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 36 / 50 36. In the stadia method, if k is the multiplying factor, s is the staff intercept, c is the additive constant of the instrument, then the distance equation is given by the expression a) D = k+cs b) D=ks+c c) D=k/s +c d) none of the above 37 / 50 37. In a prismatic compass, a) the magnetic needle moves with the box b) the magnetic needle and graduated circle do not move with the box c) the line of sight does not move with the box d) the graduated circle is fixed to the box, and the magnetic needle always remains in the N-S direction 38 / 50 38. Different grades are joined together by a a) transition curve b) vertical curve c) compound curve d) reverse curve 39 / 50 39. The tacheometric method is a more suitable method for preparing the contour map of a) valley b) hill c) ridge d) plain surface 40 / 50 40. The minimum horizontal distance between any two consecutive contours is known as a) contour line b) contour interval c) horizontal equivalent d) contour gradient 41 / 50 41. *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 42 / 50 42. If the magnetic bearing of a line is 65° and the true bearing 45°, then the magnetic declination is a) 10°W b) 20°W c) 20°E d) none of the above 43 / 50 43. 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 44 / 50 44. A chain is made up of mild steel or galvanized iron wire of diameter a) 1 mm b) 3 mm c) 5 mm d) 7 mm 45 / 50 45. The theory of probability is applied to a) cumulative errors b) compensative errors c) accidental errors d) none of the above 46 / 50 46. Which one of the following may not be classified as a natural error? a) variation in magnetic declination b) local attraction c) sluggish needle d) irregular variation 47 / 50 47. 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 48 / 50 48. In a dumpy level, the objective and eyepiece lenses are made of two or more small lenses to obtain a) distinct image b) shorter image c) reading even in less light d) all of the above 49 / 50 49. 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 50 / 50 50. Axis method of traverse correction is used when a) the angles are measured very accurately b) the lengths are measured very accurately c) both (a) and (b) are not measured very accurately d) any of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! 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