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. A transition curve introduced between the tangent and the circular curve should a) have infinite curvature at the junction of straight and transition curve b) have zero curvature at the junction of straight and transition curve c) meet the curve tangentially d) none of the above 2 / 50 2. Hydrographic survey deals with the mapping of a) large water bodies b) canal system c) cloud movement d) none of the above 3 / 50 3. "Fiducial edge" is the working edge of a) plumbing fork b) alidade c) belidade d) all of the above 4 / 50 4. The spacing of cross-sections in the indirect method of contouring depends upon a) character of the ground b) scale of the map c) contour intervals d) all of the above 5 / 50 5. Contour interval, within the limits of a map a) may be kept constant b) may not be kept constant c) must be kept constant d) may vary according to the configuration 6 / 50 6. The instrument used for measuring area on a contour map is a) graph meter b) planimeter c) area meter d) clinometers 7 / 50 7. The absence of chromatic aberration in a telescope is known as a) achromation b) crimination c) aplanation d) definition 8 / 50 8. 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 9 / 50 9. The upper plate a) is attached to the inner spindle and is called the vernier plate b) has two verniers 180° apart for reading the horizontal angles c) is also called the alidade of the theodolite d) all of the above 10 / 50 10. The intercept of a staff is a) minimum if the staff is held truly normal to the line of sight b) maximum if the staff is held truly normal to the line of sight c) decreases if the staff is tilted away from normal d) increases if the staff is tilted away from normal 11 / 50 11. The surface perpendicular to the direction of gravity is a) horizontal surface b) level surface c) horizon d) none of the above 12 / 50 12. In a survey, it was recorded that Σrise = 0, then a) the ground is sloping b) it is continuously rising c) it is continuously falling d) the survey had many inverts 13 / 50 13. 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° 14 / 50 14. The quadrantal bearing of a line is determined by: a) prismatic compass b) surveyor's compass c) celestial observations d) none of the above 15 / 50 15. The permissible limits of error in chaining for measurement on rough or hilly ground are a) 1:2000 b) 1:1000 c) 1:500 d) 1:250 16 / 50 16. 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 17 / 50 17. The survey stations set up during traversing with the compass should be such that a) they are visible from each other b) chaining between them is easy c) the line joining them is near the objects to be located d) they are as long as possible 18 / 50 18. The number of links in a 30 m metric chain is a) 100 b) 150 c) 180 d) 200 19 / 50 19. 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 20 / 50 20. A series of straight, parallel, and widely spaced contours on a map represent a a) valley b) ridge c) curved surface d) inclined plane surface 21 / 50 21. The last reading of leveling is always at a) back sight b) fore sight c) intermediate sight d) any of the above 22 / 50 22. Ranging is the process of a) marking some intermediate points in a straight line, joining the two endpoints in the field b) fixing ranging rods on the extremities of the area c) taking offsets from a chain line d) none of the above 23 / 50 23. Obstacle to ranging but not chaining is a) river b) building c) hill d) pond 24 / 50 24. 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 25 / 50 25. 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 26 / 50 26. 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 27 / 50 27. Chain surveying is used for a small area in a) undulating ground b) fairly level ground c) sloping ground d) contour land 28 / 50 28. 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 29 / 50 29. Size of a theodolite is specified by a) the diameter of the lower plate b) the diameter of the upper plate c) the length of the telescope d) the diameter of the vertical circle 30 / 50 30. Theodolite is an instrument used for measuring a) vertical angles b) deflection angle c) all of the above d) horizontal angles 31 / 50 31. 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 32 / 50 32. Overturning of vehicles on a curve can be avoided by using a) transition curve b) vertical curve c) compound curve d) reverse curve 33 / 50 33. Contour lines of different elevations can unite to form one line only in the case of a) vertical cliff b) a saddle c) a watershed line d) a hilltop 34 / 50 34. The method most suitable for plotting in hilly areas is: a) radiation b) resection c) intersection d) traversing 35 / 50 35. The device used in computing the horizontal and vertical distances rapidly and conveniently is a) stadia tables b) stadia diagrams c) stadia slide rule d) none of the above 36 / 50 36. 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 37 / 50 37. Horizontal equivalent of a uniform slope must be a) equal b) unequal c) contour interval d) none of the above 38 / 50 38. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as a) movable hair method b) fixed hair method c) tangential hair method d) substense hair method 39 / 50 39. The observed reading on a leveling staff was 3.525 m. If the staff was 0.125m off from the original ground level, what should be the correct reading? a) 3.65m b) 3.525m c) 3.4m d) all of the above 40 / 50 40. 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 41 / 50 41. A disadvantage of plane table survey is: a) It is heavy, cumbersome, and awkward to carry b) It can't be used in a wet climate c) Details may not be available while redrawing to a different scale. d) All of the above 42 / 50 42. A contour map of the area is essential before proceeding with the construction of a) a building b) a swimming pool c) a dam d) a bridge 43 / 50 43. 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 44 / 50 44. The difference between the sum of the measured angles and the theoretical sum of the angles of a closed traverse is called the a) angular closing error b) closing error in bearing c) relative closing error d) all of the above 45 / 50 45. For the route survey of a contour map, the method used is a) square method b) cross-profile method c) quantities of earthwork d) all of the above 46 / 50 46. Working edge of alidade is called a) fiducial edge b) knife edge c) broad edge d) plane table edge 47 / 50 47. If S is the value of one smallest division on the main scale, v is the value of one smallest division on the vernier, and n is the number of divisions on the vernier, then the least count is given by a) s/n b) s/n-1 c) (s+1)/n d) (c - 1)s/n 48 / 50 48. A level tube is used to make the line of sight horizontal. It is filled with a) ether b) chloroform c) synthetic alcohol d) all of the above 49 / 50 49. A river is an obstacle to a) ranging but not chaining b) chaining but not ranging c) both chaining and ranging d) none of the above 50 / 50 50. The bearing of the traverse line is calculated by a) included angle method b) deflection angle method c) both (a) and (b) of above d) none 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