CNST 420

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If a high spot exists in center, ______ tape by measuring to the top and then move forward to complete the distance

"Break"

When the scope is turned up side down in the opposite direction, the scope is said to be ________

"Plunged"

1' of line error/100' = _______ error in length

0.01'

The horizontal and vertical precision on a minor structure stake is ________

0.01'

The accuracy requirements for a Cloth, Fiberglass or PVC tape is _____________

0.1 feet

Before the ability to make steel rods for surveying sticks were cut to a length of __________.

16.5 Feet

Closing the Horizon ensures that the angles about a point add up to ___________.

360 Degrees

If a closed traverse has six sides, the interior angles should sum to ________________.

720 degrees

The angle from Point A to Point B is 267 degrees 37 minutes, in order to close the horizon the angle from Point B to Point A should be _________ or very close.

92 degrees 23 minutes

All data should be recorded in the Field Book

At the time of observation

The recommended color flagging for Clearing Limit Stakes is ___________.

Blue and White Stripped

A Steel Surveyor's Tape is often referred to a __________.

Chain

_____________ establishes a network of horizontal and vertical monuments that serve as a horizontal and vertical monuments that serve as areference framework for other reference framework for other survey projects.

Control Surveying

________ Angles - are horizontal angles measured from a prolongation of a preceding line.

Deflection

________________ are horizontal angles measured from a prolongation of a preceding line.

Deflection Angles

The process of doubling angle to eliminate instrumental errors and increase precision of the angles turned is called ________________.

Direct and Reverse

__________ is utilized to eliminate instrument errors when laying out angles.

Double Center

A plumb bob is good for being used as a scribe.

False

Accuracy is how close measured values are to each other.

False

Configuration is not needed between a Total Station and the Prism

False

Distance x Average Pace = Length of Pace

False

Erasing is allowed in a Surveyor's Field Book

False

GPS can be used underground in tunnels and mines

False

It's a good idea to "cut" or "burn" a length on a steel or cloth tape.

False

Laser Light diverges like ordinary light.

False

Swinging the telescope means turning the telescope about horizontal axis in the vertical plane

False

The Total Station doesn't need to be level before turning angles.

False

The short back sight, long fore sight principle should be utilized in layout activities.

False

Turn twice as many direct angles as reverse angles

False

When carrying an instrument on a tripod carry the instrument behind your body with the tripod legs in front of your body.

False

Typical tolerance for a crane location is __________.

Foot

____________ is the survey in which the curvature of the earthis taken into account and higher degree of accuracy in linear and angularobservations is achieved.

Geodetic

The middle component of a Transit is called the___________.

Horizontal Limb

Construction Site Total Stations use _________ light as a source of there signal.

Infrared

A Laser is ______________

Monochromatic

____________ is a condition that occurs when eye is not focused on the cross hair

Parallax

Human errors follow the Laws of ________

Probability

A Pipe Line Laser light is ___________.

Red

Which is not a modern surveying tape

Retractable Laser

A distance of 328,010.56 feet in stationing is _________________.

Sta. 3280+10.56

Another term for "on-line" is __________

Straight

With a _________________ the user can electronically measure distances, and angles, calculate coordinates of points and attach an electronic field book.

Total Station

Instruments are exposed to three situations that expose them to hazards: _________, __________ and __________.

Transportation, Use, Storage

Changing Face is done in two steps, first transit the telescope then swing it through 180 degrees

True

Distance, angle and elevation are available on a Total Station

True

Errors can never be eliminated.

True

Fine grade hubs are used for pavement slope.

True

GPS can be used to layout footings

True

GPS is not affected by the weather

True

Hire a Professional Surveyor for measurements relating to property lines.

True

Measured traverse angles must be turned at least once direct and once reverse.

True

Only the first direct angle and the last reverse angle need to be recorded in the field book.

True

Pointing the Total Station at the sun can damage it.

True

Reflections from car windshields can cause an error in the Laser Reading

True

Rotate an instrument about its axis with finger tips.

True

Spatial Data is data that represents information about the earth

True

The Field Book is a legal document.

True

The primary information on the face of a stake should face the direction of use.

True

Total Stations have the ability to measure and display slope distances

True

When applying tension to a tape the head chain applies the required tension.

True

When laying out an angle, the instrument is set up on the required control point and the sight is taken to the second control point. the instrument is set up on the

True

With Total Stations, zero is located at the zenith (directly overhead) of the instrument and all angles are instrument and all angles are positive.

True

Which answer is not a disadvantage for GPS.

Weather

Horizontal Distance = (sin _______ Angle) X (Slope Distance)

Zenith

Lasers have evolved into ___________

an Electric Plumb Bob

If three direct and three reverse angles are measured the final reverse angle should be divided by _________.

six


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