Surveying Flashcards

(63 cards)

1
Q

BCF

A

Bank cubic feet

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2
Q

BCY

A

Bank cubic yards

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3
Q

BM

A

Benchmark

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4
Q

BS

A

Back sight

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5
Q

CCF

A

Compacted cubic feet

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6
Q

CCY

A

Compacted cubic yards

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7
Q

DD

A

Degree decimal

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8
Q

DMS

A

Degree minute second

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9
Q

FS

A

Foresight

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10
Q

HD

A

Horizontal distance

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11
Q

HI

A

Height of instrument

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12
Q

LCF

A

Loose cubic feet

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13
Q

LCY

A

Loose cubic yards

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14
Q

SPCS

A

State plane coordinate system

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15
Q

sta

A

Station

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16
Q

How many sig figs should be used in a problem?

A

The least amount of sig figs used in the problem

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17
Q

Horizontal control

A

Establishes horizontal control stations, or coordinates, for the duration of the project

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18
Q

Vertical control

A

Establishes vertical control stations, or elevations, for the duration of the project

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19
Q

Open traverse

A

Commonly used
Start and end on known locations

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20
Q

Open traverse

A

Uncommon
Starts on known location, ends on unknown locations

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21
Q

Angle closure

A

The avg error is equally distributed in a series of measurements and becomes the most probable interior angle measurement

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22
Q

Angle problem ex
N angles given

A
  1. (N-2)(180)= sum of interior angles
  2. Sum given angles
  3. Correct 2. To fit 1 (can be by subtracting or adding - will dictate next step)
  4. Add/subtract (3./N) to all given angles
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23
Q

Conversion from DMS to DD

A

Degree.Minute.Seconds

Minute/60 =m
Seconds/3600 =s

Degree+m+s

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24
Q

Law of sins

A

a/sin(A)=b/sin(B)=c/sin(C)

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25
Law of cosines
a^2=b^2+c^2-2bcCos(A)
26
Bank
The volume of earth in its natural state OTHER NAMES: bank-measure, in situ, in-place soil
27
Loose
The volume during transport OTHER NAMES: loose-measure, fluffed, swell, bulk
28
Compacted
The volume after compaction
29
Swell
During excavation, the change in volume of earth from its natural state (or bank) to its loose state. Calculated as a percentage of bank volume
30
Shrinkage
During the placement and compaction of excavated soil, the decrease in volume from its natural state to its compacted state. Calculated as a percentage decrease from bank state
31
Average end area
Most widely used method to calculate volume of soil between stations in a roadway
32
Average end area eq
V = L(A1+A2)/2
33
Average end area Eq for PYRAMID
V = (L * A_base)/3
34
Area of land profile
A = 0.5[a(h0+h1)+b(h1+h2)+…] DONT FORGET TO SUBTRACT THE GIVEN HEIGHT FROM THE INDIVIDUAL HEIGHTS
35
Prismoidal volume
V =(L(A1+4A_m+A2))/6
36
Prismoidal volume definition
Used when, in a series of three stations, the center of each area differs greatly from the outside stations ie when the ground surface is highly irregular
37
Latitude
Line that extends in north (+) or south (-) direction
38
Departure
Line that extends east (+) or west (-)
39
Land bearing
Horizontal angle
40
Azimuth
Vertical angle
41
Differential leveling
Used to determine the elevation difference between two points
42
Total station
Instrument used in surveying
43
Theodolite
Instrument for measuring both horizontal and vertical angles
44
Difference in elevation Δ
ΣBS - ΣTP
45
HI eq
= BS + BM
46
TP elevation eq
HI - FS
47
Percent grade
Angle = arctan(%slope/100) Slope = 100tan(angle)
48
Change of measured length
C = α(ΔΤ)L
49
What do you use for finding third line formed by two lines
Law of Cosines |BC| = (|AB|^2+|AC|^2-2|AB||AC|cos(BAC))^.5
50
Elev at BM1
BS - FS
51
Elev at Sta
Elev at BM1 +BS - FS all things relèvent to Sta in question
52
Level line
Level line is a curved line Horizontal line is a straight line
53
Rectangle based wedge volume
V = (hw/6)(a+b+c)
54
Used for measurement
Transit Theodolite
55
When is earths real shape considered
Geodetic surveying
56
Percent grade
Tan(α)*100
57
Percent grade based on vertical and horizontal distance
g = V/H
58
Effect of earth curvature
Adds to reading. Subtract to fix
59
Effect of earths curve
0.0673D^2
60
Elevation
Elev at BM + ΣBS - ΣFS
61
Elev Given HI V RR
Elev at BM + HI + V - RR
62
δV General Given error in angle and distance S
Sin(α) * δS + S*cos(α)*δα
63