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.
Right
Scalene
Isosceles
Equilateral
Acute
Reflex
Obtuse
Straight
.25°
.45°
.75°
4.5°
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.
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.
Short tape.
Partial tape.
Cutting tape.
Breaking tape.
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.
Red
Black
White
Orange
A known position.
An unknown position.
A forward station.
An adjacent station.
Rear station.
Forward station.
Occupied station.
Adjacent station.
Enter initial data.
Press the record button.
Zero the horizontal circle.
Enter station point number and station identification code.
Triangulation can be done graphically.
Details can be sketched in proper position.
You do not have to carry around a lot of equipment.
It reduces the possibility of missing important details.
Static.
Rover kinematic.
Psuedo-kinematic.
Real-time kinematic.
Static.
Kinematic.
Real-time kinematic.
Pseudo-kinematic.
Zero
One
Two
Three
(2) (x2 – 3x)
(3x2) (x – 2)
(x) (3x – 2x)
(3x) (x – 2)
10.09
11.25
42.25
101.75
10
100
1,000
10,000
Residual
Resultant
Accidental
Systematic
99
100
101
102
Telescope.
Vertical circle.
Optical plummet.
Dual-axis compensator.
Dual axis compensator.
Optical pendulum.
Magnetic axis.
Telescopic magnet.
6.79, A
6.79, B
9.45, A
9.45, B
Turning pin.
Turning plate.
Railroad spike.
Wooden stake.
V
U
M
W
Five
Four
Three
Two
On flat terrain.
On rough terrain.
With cuts and fills.
With no elevation change.
Outline the area to be excavated.
Identify the amount of cut and fill.
Mark the shape and size of the structure.
Mark the outline and grade of the structure.
Two
Four
Five
Eight
Law of Sines.
Law of Cosines.
Law of Tangents.
Pythagorean theorem.
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.
Recorder.
Rear tape person.
Head tape person.
Instrument person.
500 meters
1000 meters
1200 meters
1500 meters
Frisco
Florida
Chicago
Philadelphia
One
Two
Four
Five
One
Two
Three
Four
Select Export.
Select Import.
Select Project.
Select Download.
11.5
19.5
23
31
Point of intersection (PI), intersecting angle (I), and degree of curvature (D)
PI, I, and central angle (∆)
Point of curvature (PC), length of curve (L), and radius ®
PC, L, and tangent distance (T)
500
1000
1500
2000
Three
Four
Five
Seven
Meter
Decimeter
Centimeter
Millimeter
One
Five
Ten
As many as you need
Ddf
Cor
Ssf
Shp
One
Two
Three
Four
6/5
3/6+2/6
5/1
6/1
270°
540°
900°
1260°
Quiz Review Timeline (Updated): Mar 19, 2022 +
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.