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. 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 2 / 30 2. Normal tension is that pull which a) neutralizes the effect due to pull and sag b) makes sag correction zero c) makes pull correction zero d) none of the above 3 / 30 3. 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 4 / 30 4. 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 5 / 30 5. The projection of a line on a plane perpendicular to the meridian is known as a) parallax b) aberration c) latitude d) departure 6 / 30 6. The scale used to measure and to set out the angles is a) diagonal scale b) comparative scale c) vernier scale d) scale of chords 7 / 30 7. Under Survey, "working from whole to part" is done a) to prevent the accumulation of error b) to localize the error c) both of the above d) none of the above 8 / 30 8. Contour lines look to cross each other in the case of a) a dam of vertical face b) an overhanging cliff c) a steep hill d) a deep valley 9 / 30 9. The horizontal distances obtained by tacheometry are corrected for a) slope correction b) temperature correction c) refraction and curvature correction d) tension correction 10 / 30 10. 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 11 / 30 11. While measuring horizontal distance by stepping method we should follow a) down hill b) up hill c) center d) all of the above 12 / 30 12. 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 13 / 30 13. 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 14 / 30 14. Height of the instrument is equal to: a) reduced level of the benchmark + foresight b) reduced level of the benchmark + backsight c) reduced level of the benchmark + intermediate sight d) backsight + foresight 15 / 30 15. 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 16 / 30 16. The length of the perpendicular offset from a tangent to the junction of a transition curve and circular curve is equal to a) shift b) 2 x shift c) 3 x shift d) 4 x shift 17 / 30 17. An anallatic lens is provided in a tacheometer to measure the horizontal distance. a) nullify both constant b) render the additive constant zero c) multiplying constant 100 and additive constant zero d) improve visibility 18 / 30 18. 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 19 / 30 19. In tacheometric survey, the method which provides easy reading of the staff is a) three hair method b) height of instrument method c) even angle method d) none of the above 20 / 30 20. The absence of spherical aberration in a telescope is known as a) achromation b) crimination c) aplanation d) definition 21 / 30 21. Plane table surveying is a graphical method of surveying in which: a) fieldwork and plotting proceed simultaneously b) plotting is done later while records are taken in the field book c) only fieldwork is done d) none of the above 22 / 30 22. 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 23 / 30 23. In an internal focusing type of telescope, the negative lens provided is a) convex lens b) double concave lens c) plano concave lens d) convex concave lens 24 / 30 24. 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 25 / 30 25. The sag correction is always a) positive b) negative c) zero d) none of the above 26 / 30 26. Obstacle to ranging but not chaining is a) river b) building c) hill d) pond 27 / 30 27. Error in tacheometric surveying is due to a) manipulation b) sighting c) natural causes d) all of the above 28 / 30 28. 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 29 / 30 29. 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 30 / 30 30. 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 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)
