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 New Questions in Each Attempt Total Questions: 30 Time Allotted: 30 minutes Passing Score: 50% Randomization: Yes Certificate: No Do not refresh the page! 👍 All the best! 1 / 30 1. A bearing noted N45° E represents a) quadrantal system b) whole circle system c) none of the above d) reduce bearing system 2 / 30 2. The absence of spherical aberration in a telescope is known as a) achromation b) crimination c) aplanation d) definition 3 / 30 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 / 30 4. For Y level, Cooke's, and Cushing levels, the line of collimation should coincide with a) bubble tube axis b) vertical axis c) axis of the telescope d) none of the above 5 / 30 5. Direct distance measurement method is more suitable to measure in a) hilly area b) plain area c) line of sight d) none of the above 6 / 30 6. Which of the following terms is not associated with leveling: a) foresight b) bench mark c) bearing d) change point 7 / 30 7. The method of offset laying involving minimum measurement on the ground is a) perpendicular offset method b) oblique offset method c) tie offset method d) none of the above 8 / 30 8. 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 9 / 30 9. 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 10 / 30 10. 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 11 / 30 11. If the included angle is greater than 180°, the deflection angle is a) right-handed or positive b) left-handed or negative c) 90° d) none of the above 12 / 30 12. *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 13 / 30 13. If the plane table is not horizontal in a direction at right angles to the alidade, the line of sight is parallel to the fiducial edge only for: a) horizontal sights b) inclined sight upwards c) inclined sight downwards d) none of the above 14 / 30 14. Theodolite is an instrument used for measuring a) vertical angles b) deflection angle c) all of the above d) horizontal angles 15 / 30 15. The height of instrument method is a) less tedious b) more rapid c) includes less calculation d) all of the above 16 / 30 16. 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 17 / 30 17. The benchmark of a station A is 500 m, and the back sight reading at the point A is 2 m & foresight reading of station B is 3 m. Find the RL of station B a) 502 m b) 503 m c) 499 m d) 505 m 18 / 30 18. 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 19 / 30 19. Parallax may be eliminated by a) focusing the eyepiece b) focusing the objective c) both (a) and (b) of above d) none of the above 20 / 30 20. Short offsets are measured with a) an ordinary chain b) an invar tape c) a metallic tape d) a steel tape 21 / 30 21. Handles of chains are made of a) nickel b) steel c) copper d) brass 22 / 30 22. *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 23 / 30 23. Tellurometer uses a) light waves b) radio waves c) infra waves d) all of the above 24 / 30 24. The number of links in a 30 m metric chain is a) 100 b) 150 c) 180 d) 200 25 / 30 25. Find the length of curve if the radius of the curve is 50 m, and the angle of deflection is 60° a) 52m b) 104m c) 34m d) none of the above 26 / 30 26. Orientation is the operation of keeping the table at successive stations such that: a) the position of the table at the station is parallel to the position it occupied at the previous station b) the position of the station plotted on the sheet is exactly above the corresponding station on the ground c) the table is brought into a horizontal plane d) none of the above 27 / 30 27. The "point of tangency" of a simple circular curve is a) point of commencement b) point of curve c) point of intersection d) the point where the curve joins the forward tangent 28 / 30 28. 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 29 / 30 29. The minimum horizontal distance between any two consecutive contours is known as a) contour line b) contour interval c) horizontal equivalent d) contour gradient 30 / 30 30. The contour lines are perpendicular to the a) ridge line b) valley line c) both (a) and (b) of above d) none of the above Your score is Share your achievement! LinkedIn Facebook Twitter 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Surveying MCQ PDF for Offline Study Share the above MCQs:Click to share on Facebook (Opens in new window)Click to share on WhatsApp (Opens in new window)Click to share on X (Opens in new window)Click to share on LinkedIn (Opens in new window)Click to share on Reddit (Opens in new window)
