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. For the construction of a highway railway a) longitudinal sections are required b) cross sections are required c) both longitudinal and cross sections are required d) none of these 2 / 30 2. In the case of leveling staff readings are taken by (In the case of target staff) a) staff man b) instrument man c) both (a) and (b) of above d) none of the above 3 / 30 3. The effect of local attraction is observed in a) chain survey b) compass survey c) PT survey d) leveling 4 / 30 4. A traverse survey can be plotted a) by rectangular coordinates or plotting by tangents b) by paper protractor or by included angles c) by parallel meridian method or plotting by chords d) all of the above 5 / 30 5. The sensitivity of the bubble tube can be increased by a) decreasing the radius of curvature of the tube b) decreasing the length of the bubble c) increasing the diameter of the tube d) increasing the viscosity of the fluid 6 / 30 6. With the help of leveling, we measure a) horizontal angle b) vertical angle c) deflection angle d) none of the above 7 / 30 7. The instrument used to reproduce plans to a different scale is called a) planimeter b) clinometer c) ghat tracer d) pentagraph 8 / 30 8. 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 9 / 30 9. Error in tacheometric surveying is due to a) manipulation b) sighting c) natural causes d) all of the above 10 / 30 10. 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 11 / 30 11. A staff reading taken on a benchmark/ known elevation or change point is known as a) back sight b) foresight c) intermediate sight d) none of the above 12 / 30 12. The maximum allowable limit up to which a measurement may vary from the true value is known as a) permissible error b) residual error c) expected error d) systematic error 13 / 30 13. If the sum of northing of a traverse exceeds the sum of southing by 2m and the sum of easting exceeds the sum of westing by 2m, the resulting closing error will be a) √2 m b) 2√2 m c) 2m d) 4m 14 / 30 14. 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 15 / 30 15. Which one is the simplest survey? a) chain survey b) compass survey c) plane table survey d) leveling 16 / 30 16. 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 17 / 30 17. 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 18 / 30 18. When a chain line encounters a river: a) chaining is obstructed, but ranging is free b) ranging is obstructed, chaining is free c) both ranging and chaining are obstructed d) both ranging and chaining are free 19 / 30 19. The multiplying constant of a tacheometer is a) f/d b) f/I c) f(i+d) d) none of the above 20 / 30 20. The fundamental lines of transit of the theodolite are a) horizontal axis and line of collimation b) vertical axis c) axes of plate levels and bubble line of the telescope level d) all of the above 21 / 30 21. A Cadastral Map is a map having a) small-scale map b) medium-scale map c) large-scale map d) all of the above 22 / 30 22. Which one of the following is not a personal error? a) the table not being perfectly leveled b) the table not being perfectly central c) the table not being perfectly clamped d) none of the above 23 / 30 23. 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 24 / 30 24. 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 25 / 30 25. *Accuracy of 'fix' by two-point problem is a) bad b) good c) not reliable d) unique 26 / 30 26. The line normal to the plumb line is known as a) horizontal line b) level line c) datum line d) vertical line 27 / 30 27. The location of the contour gradient for a highway is best set out from a) ridge down the hill b) saddle down the hill c) bottom to the ridge d) bottom to the saddle 28 / 30 28. Any arbitrarily assumed level line from which vertical distances are measured is known as a) level line b) vertical line c) horizontal line d) datum line 29 / 30 29. 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 30 / 30 30. Permanent adjustment is carried out to a) set up of the level b) establish a fixed relationship between its fundamental axes c) focus the eyepiece d) focus the object glass 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)
