1 = 1
0 • 1
1
0
Two
Four
Five
Eight
One
Two
Three
Four
Make each term negative.
Make each term positive.
Nothing; each term sign stays the same.
Change each positive term to a negative, and each negative term to a positive.
6/5
3/6+2/6
5/1
6/1
(2) (x2 – 3x)
(3x2) (x – 2)
(x) (3x – 2x)
(3x) (x – 2)
Right
Scalene
Isosceles
Equilateral
Acute
Reflex
Obtuse
Straight
10.09
11.25
42.25
101.75
.25°
.45°
.75°
4.5°
37 ° 15’ 11”
37 ° 25’ 30”
52 ° 44’ 49”
60 ° 53’ 35”
Law of Sines.
Law of Cosines.
Law of Tangents.
Pythagorean theorem.
10
100
1,000
10,000
1.11 m^2
10.03 m^2
14.35 m^2
129.17 m^2
Geodetic and Topographic.
Geodetic and Plane.
Geodetic and Triangulation.
Plane and Topographic.
North American Datum of 1983 (NAD 83) for horizontal control points, and the North American Vertical Datum of 1988 (NAVD 88) for vertical control points.
North American Datum of 1987 (NAD 87) for horizontal control points, and the NAVD 88 for vertical control points.
NAD 83 for horizontal control points, and the North American Vertical Datum of 1989 (NAVD 89) for vertical control points.
NAD 83 for vertical control points, and the NAVD 88 for horizontal control points.
Measured value and its probable error.
Assumed value and its probable error.
Horizontal value and its assumed error.
Horizontal angular value and its assumed error.
Residual
Resultant
Accidental
Systematic
They are never erased.
They are recorded in black ink if they are to be reproduced.
If they come from military personnel, they cannot be used as legal evidence.
They can be kept on scraps of paper and later transcribed to a permanent copy.
99
100
101
102
Short tape.
Partial tape.
Cutting tape.
Breaking tape.
Recorder.
Rear tape person.
Head tape person.
Instrument person.
Add
Subtract
Divide
Multiply
59.96
59.97
59.98
59.99
1:100
1:200
1:300
1:333
Angle.
Stadia.
Traverse.
Direction.
270°
540°
900°
1260°
87°
140°
227°
320°
Telescope.
Vertical circle.
Optical plummet.
Dual-axis compensator.
500 meters
1000 meters
1200 meters
1500 meters
One
Two
Three
Four
Doubling an angle.
Repeating measurements seven times.
Measuring an angle in both faces.
Using repeated measurements.
Observer.
Instrument.
Environment.
Manufacturer.
Differential temperature.
Horizontal refraction.
Heat reflection.
Light ray refraction.
Dual axis compensator.
Optical pendulum.
Magnetic axis.
Telescopic magnet.
Hold in an upright position.
Hold in a horizontal position.
Sling it over your shoulder when it is attached to the tripod.
Use two people to support both ends when it is attached to the tripod.
Frisco
Florida
Chicago
Philadelphia
6.79, A
6.79, B
9.45, A
9.45, B
Red
Black
White
Orange
Turning pin.
Turning plate.
Railroad spike.
Wooden stake.
Closed connection traverse.
Closed loop traverse.
Random traverse.
Open loop traverse.
Determined before the survey.
Established as the traverse progresses.
Controlled by the position of existing stations.
Adjusted as necessary to reduce the amount of clearing.
33.28’, 12 ± 00
33.28’, 12 ± 33.28
66.72’, 12 ± 00
66.72’, 12 ± 66.72
A known position.
An unknown position.
A forward station.
An adjacent station.
Rear station.
Forward station.
Occupied station.
Adjacent station.
Barometric and reciprocal.
Barometric and differential.
Trigonometric and barometric.
Trigonometric and differential.
Spirit
Direct
Indirect
Differential
964.50’
969.44’
981.40’
986.34’
1.0
1.5
2.0
2.5
Probability of error.
Straight line adjusting.
Weighted observations.
Theory of least squares.
Quiz Review Timeline +
Our quizzes are rigorously reviewed, monitored and continuously updated by our expert board to maintain accuracy, relevance, and timeliness.
Wait!
Here's an interesting quiz for you.