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VDA - Survey

Total questions: 29

Worksheet time: 29mins

Name
Class
Date
1.

The direction of the north pole from a given point

a)

True north

b)

Magnetic north

c)

Bearing

d)

Azimuth

2.

North as indicated by the north-seeking pole of the magnetic needle in a compass

a)

True north

b)

Magnetic north

c)

Bearing

d)

Azimuth

3.

A horizontal direction expressed in degrees east or west of a true or magnetic north or south direction

a)

True north

b)

Magnetic north

c)

Bearing

d)

Azimuth

4.

The angle of horizontal deviation, measured clockwise, of a bearing from a standard direction, as from north or south

a)

True north

b)

Magnetic north

c)

Bearing

d)

Azimuth

5.

A sequence of intersecting surveyed lines whose lengths and angles of intersection are recorded graphically on a map and as data in a table

a)

Traverse

b)

Place of beginning

c)

Metes and bounds

d)

Course

6.

The compass direction from one reference point to the next for each leg of a metes-and-bounds survey

a)

Traverse

b)

Place of beginning

c)

Metes and bounds

d)

Course

7.

A survey in which curvature of the earth's surface is ignored, and all distances and horizontal angles are assumed to be projected onto a horizontal plane

a)

Plane survey

b)

Survey

c)

Land survey

d)

Cadastral survey

8.

To determine the exact form, boundaries, extent, and position of a tract of land by linear and angular measurements and the application of the principles of geometry and trigonometry

a)

Plane survey

b)

Survey

c)

Land survey

d)

Cadastral survey

9.

A survey made to establish the length and bearing of boundary lines and the area of the tract bounded by these lines

a)

Plane survey

b)

Survey

c)

Land survey

d)

Cadastral survey

10.

A survey showing boundaries and property lines, usually made to create land units suitable for transfer of title

a)

Plane survey

b)

Survey

c)

Land survey

d)

Cadastral survey

11.

A device for determining true horizontal or vertical directions by the centering of a bubble in a slightly bowed glass tube filled with alcohol or ether

a)

Level

b)

Artificial horizon

c)

Stadia

d)

Target

e)

Rod

12.

Also called spirit level

a)

Level

b)

Artificial horizon

c)

Stadia

d)

Target

e)

Rod

13.

A level, such as that defined by a surface of mercury

a)

Spirit level

b)

Artificial horizon

c)

Stadia

d)

Target

e)

Rod

14.

A method of surveying in which distances are read by noting the interval on a graduated rod intercepted by two horizontal cross hairs mounted in the telescope of a surveying instrument

a)

Spirit level

b)

Artificial horizon

c)

Stadia

d)

Target

e)

Rod

15.

A red and white disk on a leveling rod that facilitates the sighting and reading of the rod

a)

Level

b)

Artificial horizon

c)

Stadia

d)

Target

16.

A straight pole or bar, conspicuously marked with graduations, and used in measuring the vertical distance between a point on the ground and the line of sight of a surveyor's level

a)

Spirit level

b)

Artificial horizon

c)

Stadia

d)

Target

e)

Rod

17.

Any level surface, line, or point used as a reference from which elevations are measured

a)

Datum

b)

Turning point

c)

Station

d)

Bench mark

18.

A point temporarily located and marked in order to establish the elevation or position of a surveying instrument at a new station

a)

Datum

b)

Turning point

c)

Station

d)

Bench mark

19.

A precisely located reference point over which a surveying instrument is centered

a)

Datum

b)

Turning point

c)

Station

d)

Bench mark

20.

A marked point of known or assumed elevation, usually on a permanent object, from which other elevations may be established

a)

Datum

b)

Turning point

c)

Station

d)

Bench mark

21.

A surveying instrument having a telescope that can be reversed by turning in a vertical plane, used for measuring horizontal and sometimes vertical angles

a)

Transit

b)

Theodolite

22.

A precision instrument having a telescopic sight for establishing horizontal and sometimes vertical angles

a)

Transit

b)

Theodolite

23.

A procedure for determining the difference in elevation between two points by means of a level or transit and a rod

a)

Leveling

b)

Elevation

c)

Spot elevation

d)

Profile

24.

The vertical distance above or below a datum

a)

Leveling

b)

Elevation

c)

Spot elevation

d)

Profile

25.

The elevation of a certain point relative to a specified datum

a)

Leveling

b)

Elevation

c)

Spot elevation

d)

Profile

26.

A vertical section of the ground surface taken parallel to a survey line

a)

Leveling

b)

Elevation

c)

Spot elevation

d)

Profile

27.

The entire upper part of a transit or theodolite, including the telescope, its supports, spirit level, horizontal circle, leveling devices, and the spindle

a)

Alidade

b)

Horizontal circle

c)

Optical plummet

28.

A circular plate, graduated in degrees, minutes, and seconds, and fixed to the base of a transit for measuring horizontal angles

a)

Alidade

b)

Horizontal circle

c)

Optical plummet

29.

A device for centering a transit or theodolite over a reference point, used in place of a plumb bob in a strong wind

a)

Alidade

b)

Horizontal circle

c)

Optical plummet