Tripod Data System¶
TDS (Tripod Data Systems) is a technique designed to use your handheld devices as rough as you can to make it compatible with intense external environment. They also provide the versatility in the range of friendly software for the mobile computing and for various industries as well.
This format is designed to work with these devices and espacially with Survey Pro software.
The format is a comma separated ASCII file containing record types, headers, recorded data and comments.
Each record is made of one line of text, with comma-separated fields of ASCII text format:
AH,DC%s,MA%s,ME%s,RA%s
- This format is the base of other formats :
Record type¶
General Raw Data¶
Record Type | Explanation |
---|---|
– | Note |
JB | Job |
MO | Mode Setup |
Conventional Raw Data¶
Record Type | Explanation |
---|---|
AP | Adjusted point |
AT | Attributes |
BK | Backsight |
CF | Cut Sheet |
DE | Design point / location |
DL | Define a Location |
DP | Deleted point |
FC | Feature Code |
LS | Line of Sight |
MD | Multiple Distances |
OC | Occupy Point |
OE | Offset delta |
OF | Off Center Shot |
RB | Repeat Backsight |
RD | Repeat Directional |
RE | Remote Elevation |
RF | Repeat Foresight |
RS | Resection |
SD | Deltas |
SK | Stake Out |
SL | Slope Staking |
SP | Store Point |
SR | Slope Staking Reference Offset |
SU | Sun Shot |
TR/SS/OB | Traverse / Sideshot / Observation |
GPS Raw Data¶
Record Type | Explanation |
---|---|
AH | GPS Antenna Height |
BL | GPS Base Line |
BP | Set Base Receiver Position |
CG | COGO settings |
CS | Coordinate System Identity |
CT | Calibration Point |
CV | RMS Covariance of GPS Base Line |
DG | Datum Grid |
DT | Datum |
EE | GPS Edit Point |
EP | Geodetic position |
EQ | Equipment |
ES | Ellipsoid |
GK | GPS stakeout |
GO | GPS Offset Shot |
GP | GPS Point |
GR | GPS adjusted point |
GS | GPS Store Point |
HA | Horizontal Calibration (Adjust) |
PE | Extended Projection |
PJ | Projection |
RP | Local coordinates of calibration point |
RX | Receiver Setup |
ST | Local site settings |
VA | Vertical Calibration (Adjust) |
Legacy Raw Data¶
Record Type | Explanation |
---|---|
AA | Accumulating Angle-right not used in SPCE |
BB | Bench level, backsight not used in SPCE |
BG | Base Point Geoid Model Elevation no longer supported in SPCE 3.5 replaced by VA |
BS | Bench level, side shots not used in SPCE |
BT | Bench level, traverse not used in SPCE |
HC | Horizontal Control Point not supported in SPro 3.5 replaced with CT |
LE | Vertical Ellipsoid Height Setup |
LG | Vertical Geoid Model Setup no longer supported in SPCE3.5 |
LM | Horizontal Mapping Plane Setup no longer supported in SPCE3.5 |
LH | Local transforming coefficients for horizontal no longer supported in SPCE3.5 replaced by Horizontal adjustment HA |
LV | Local transforming coefficients for vertical no longer supported in SPCE3.5 replaced by Vertical adjustment VA |
VC | Vertical Control point not supported in SPro 3.5 replaced with C |
Field headers¶
General and Conventional field list¶
Field header | Explanation |
---|---|
-- |
Note |
AD | Azimuth Direction |
AL | Angle Left |
AR | Angle Right |
AS | Ahead on station |
AU | Angle Unit |
AZ | Azimuth |
BC | Back Circle |
BD | Backsight direct |
BP | Back point |
BS | Backsight |
BV | Backsight reverse |
CE | Change elevation |
CF | Slope used |
CR | Circular Reading |
DE | Declination |
DS | Design Slope |
DT | Date (JB Record) |
DT | Date (SU Record) [MMDDYYYY] |
E | Adj. Easting |
EC | Earth Curvature |
ED | Delta easting |
EG | Sun Position |
EL | Elevation or Adj. Elevation |
EO | EDM offset |
FD | Foresight direct |
FE | Foresight elevation |
FN | Feature code name |
FP | Foresight point |
FV | Foresight reverse |
GD | Grade |
GH | Greenwich hour angle |
HC | Horizontal dist. to center line |
HD | Horizontal distance |
HD | Horizontal or relative horizontal dist. |
HH | Horizontal distance to hinge point |
HI | Height of Instrument |
HR | Height of Rod |
LA | Latitude |
LD | Delta elevation |
LO | Longitude |
LR | Left/Right Offset |
N | Adj. Northing |
ND | Delta northing |
NM | Job Name |
OB | Observed slope |
OD | Offset Direction |
OE | Offset Delta |
OL | Offset length |
OP | Occupy point |
PN | Point name |
SD | Slope Distance |
SF | Scale Factor |
SM | Semi-diameter of Sun in DMS |
ST | Station |
TM | Time (JB – Record) [HH:MM:SS] |
TM | Time (EP – Record) [HHMMSS] |
TM | Time (SU – Record) [HH.dddddd] in UTC Time |
TN | Attribute name |
TV | Attribute value in string form |
UN | Distance Unit |
VC | Vertical distance to center point |
VD | Vertical or relative vertical distance |
VH | Vertical distance to hinge point |
ZD | Zenith Direct |
ZE | Zenith or Zenith angle |
ZV | Zenith Reverse |
General and Conventional enumerated field list¶
Field | Type | 0 | 1 | 2 |
---|---|---|---|---|
AD | enum | North | South | |
AU | enum | degree | grads | |
CF | bool | cut | fill | |
EC | enum | off | on | |
OD | int | Center | Right | Left |
UN | enum | Feet | Meter | US Survey Feet |
EG | string | Left Trailing edge | Right Trailing Edge | center |
GPS Field List¶
Field header | Explanation |
---|---|
-- |
Description (Feature Code) |
AE Location Indicator | |
AF | Azimuth format |
AI | Antenna Index int (See Antenna.ini File) |
AN | Antenna Number int (See Antenna.ini File) |
AO | Azimuth Orientation |
AT | Antenna Type (name of antenna) |
AZ | Azimuth double Geodetic Angle |
CL | Classification |
CO | Coordinate System Option |
CT | Origin center |
DA | Datum Transformation Type |
DC | Derivation Code |
DH | HDOP from Rx |
DM | Dimensions Used |
DN | Datum name |
DV | VDOP from Rx |
DX | Base line Delta X |
DY | Base line Delta Y |
DZ | Base line Delta Z |
E | Easting |
EL | Elevation |
EM | Ellipse Name |
FI | File name |
FO | File name one |
FT | File name two |
GF | Geodetic Flags |
GM | GPS Measure Method |
GN | Geoid Model Name |
GO | Grid Orientation |
HI | Height of laser at GPS ref. Point |
HO | Horizontal Offset |
HP | Horizontal Precision |
HR | Height of laser target at store offset Pt. |
HT | Height or Ellipsoid Ht. |
IF | Ellipse inverse flattening |
LA | Latitude |
LN | Longitude |
LX | Translation x |
LY | Translation y |
LZ | Translation z |
MA | Measured antenna height |
ME | Measure Method |
N | Northing |
OO | Orientation one |
OT | Orientation two |
OX | Rotation x |
OY | Rotation y |
OZ | Rotation z |
PN | Point Name |
PT | GPS Point Type |
PV | Type of Vertical Adjustment |
RA | Reduced antenna height |
RD | Ellipsoid Radius |
RE | Recording interval |
RH | Horizontal RMS from Rx |
RS | Rx Serial Number |
RT | Rotation about origin |
RV | Vertical RMS from Rx |
RX | Rx Type |
RY | Rectify |
SA | Slope east |
SC | Error Scale or Scale Factor |
SD | Slope Distance |
SF | Scale factor at origin |
SG | Setup Group |
SO | Slope north |
SP | Scale factor |
SV | Min. # of SV during obs. |
TA | Tape Adjustment |
TE | Translation East |
TH | Translation North |
TM | System Time |
TP | Type of projection |
TS | Antenna Serial Number |
VO | Vertical Offset |
VP | Vertical Precision |
XX | Variance X |
XY | Covariance X,Y |
XZ | Covariance X,Z |
YY | Variance Y |
YZ | Covariance Y,Z |
ZE | Zenith Angle |
ZG | Zone Group (system) name |
ZN | Zone name |
ZZ | Variance Z |
GPS Enumerated Fields List¶
AE: | Location indicator for Denmark projections enum • 1 = None • 2 = Zeeland • 3 = Jutland • 4 = Bornholm |
---|---|
AF: | Azimuth Format enum • 0 = Geodetic • 1 = Grid |
AO: | Azimuth Orientation WORD • 1 = North • 2 = South |
CL: | Classification enum • 0 = UnknownClass • 1 = Normal • 2 = Control • 3 = AsBuilt • 4 = Check • 5 = BackSight • 6 = Deleted Normal • 7 = Deleted Control • 8 = Deleted AsBuilt • 9 = DeletedCheck • 10 = DeletedBackSight |
CO: | Coordinate System Option WORD • 1 = None • 2 = Scale only • 3 = Keyed in • 4 = Chosen from library |
CT: | Origin Center enum • 0 = Equator • 1 = Projection center |
DA: | Datum Transformation Type WORD • 513 = csdMolodenskyDatum • 514 = csdMultipleRegressionDatum • 515 = csdSevenParameterDatum • 516 = csdGridDatum • 517 = csdWGS84Datum |
DC: | Derivation Code enum • 1 = ModeBase (Base) • 2 = ModeRover (Rover) • 3 = ModeGetBase (GetBase) • 4 = ModeStatic (Static) |
DM: | Number of Dimensions Used for a Calibration WORD • 1 = 0D (None) • 2 = 1D (Vertical only) • 3 = 2D (Horizontal only) • 4 = 3D (Both vertical and horizontal) • 5 = Any |
GF: | Geodetic Flags Bit Flags • Bit 0 = GPS Base Point • Bit 1 = GPS Horizontal Control Point • Bit 2 = GPS Veritcal Control Point • Bit 3 = GPS Control Point • Bit 4 = Local Map Plane Origin (Legacy, not used in Survey Pro 3.5 and beyond) • Bit 5 = GPS Base Coordinate Invalid |
GM: | GPS Measure Method enum • 0 = UnknownMethod • 1 = UserInput • 2 = Autonomous • 3 = RTKFloat • 4 = RTKFixed • 5 = CopiedPoint • 6 = RTCMCode • 7 = WASS |
GO: | Grid Orientation WORD • 1 = NE • 2 = SW • 3 = NW • 4 = SE |
ME: | MeasureMethod enum • 0 = Unknown • 1 = True • 2 = Uncorrected |
PT: | GPS Point Type enum • 1 = Control • 2 = Check • 3 = DataCollect • 4 = Offset • 5 = RemoteElevation • 6 = PostProcess • 7 = UserInput |
PV: | Type of Vertical Adj. WORD • 1 = inclined plane • 2 = geoid model • 3 = combined |
TP: | Type of Projection WORD • 2049 = Albers Equal Area Conic • 2050 = Cassini • 2051 = Krovak • 2052 = Lambert Conformal Conic One Parallel • 2053 = Mercator • 2054 = New Zealand Map Grid • 2055 = Oblique Conformal Conic • 2056 = Oblique Mercator Azimuth • 2057 = Oblique Stereographic • 2058 = Plane • 2059 = Stereographic • 2060 = RD Stereographic • 2062 = Transverse Mercator • 2063 = United Kingdom National Grid • 2064 = Denmark • 2065 = Hungarian EOV • 2066 = Lambert Conformal Conic Two Parallel • 2067 = Oblique Mercator Two Points • 2068 = Double Stereographic • 2069 = Grid |
Legacy Field List¶
Field header | Explanation |
---|---|
-- |
Description (Feature Code) |
AR | Angle right |
Ba | Base Latitude |
BC | Back circle |
Bh | Base Ellipsoid Height |
Bo | Base Longitude |
CS | Coordinate System |
DA | Datum |
EL | Elevation |
FI | Custome File Name |
GI | Geoid model index |
GU | Geoid Undulation at base |
Ha | Coefficient a |
Hb | Coefficient b |
Hc | Coefficient c |
Hd | Coefficient d |
HE | Hemisphere |
HT | Height |
LA | Latitude |
LN | Longitude |
ME | Method |
PN | Backsight point |
RT | Rotation |
SC | Scale |
SD | Slope Distance |
Va | Coefficient a |
Vb | Coefficient b |
Vc | Coefficient c |
ZE | Zenith |
ZO | Zone |
Definitions¶
General Raw Data¶
Note Record¶
Job Record¶
Record type: | JB |
---|---|
Field headers: | NM: Job name |
Sample(s): | “JB,NM%s,DT%s,TM%s”
|
Mode Setup Record¶
The mode setup will be recorded at the beginning of the raw data file and whenever it is changed.
Record type: | MO |
---|---|
Field headers: | AD: Azimuth direction (ENUM) |
Sample(s): | “MO,AD%s,UN%s,SF%s,EC%s,EO0.0,AU%s”
|
Conventional Raw Data¶
Adjusted point record¶
Record type: | AP |
---|---|
Field headers: | PN: Point name |
Sample(s): | “AP,PN%s,N %s,E %s,EL%s,--%s”
|
Attributes¶
Record type: | AT |
---|---|
Field headers: | TN: Attribute name |
Sample(s): | “AT,TN%s,TV%s”
|
Backsight Record¶
Record type: | BK |
---|---|
Field headers: | OP: Occupy point |
Sample(s): | “BK,OP%s,BP%s,BS%s,BC%s”
|
Cut Sheet Record¶
Record type: | CF (cut or fill) |
---|
For an offset stakeout cut sheet.
Field headers: | ST: Station |
---|---|
Sample(s): | “CF,ST%s,OD%s,OL%s,EL%s,GD%s”
|
For a point stakeout cut sheet.
Field headers: | PN: Point number |
---|---|
Sample(s): | “CF,PN%s,EL%s,GD%s”
|
Note: From Survey Pro CE 3.5, the PN field and description field are removed from CF record for point stake out.
Design point / location record¶
Record type: | DE |
---|---|
Field headers: | PN: Point name (design point, may be blank) |
Sample(s): | “DE,PN%s,N %s,E %s,EL%s,--%s”
|
Define a Location Record¶
Record type: | DL |
---|---|
Field headers: | PN: Point name (POB) |
Sample(s): | “DL,PN%s,HD%s,VD%s,AZ%s,--%s”
|
Deleted point record¶
Record type: | DP |
---|---|
Field headers: | PN : Point name |
Sample(s): | “DP,PN%s”
|
Feature Code¶
Record type: | FC |
---|---|
Field headers: | PN: Point name |
Sample(s): | “FC,PN%s,FN%s”
|
Line of Sight Record¶
Record type: | LS |
---|---|
Field headers: | HI: Height of instrument |
Sample(s): | “LS,HI%s,HR%s”
|
Multiple Distance¶
Record type: | MD |
---|---|
Field headers: | SD: Slope distance |
Sample(s): | “MD,SD %s:%s”
|
Occupy Point Record¶
Record type: | OC |
---|---|
Field headers: | OP: Point number |
Sample(s): | “OC,OP%s,N %s,E %s,EL%s,--%s”
|
Offset delta record¶
Record type: | OE |
---|---|
Field headers: | ST: Station |
Sample(s): | “OE,ST%s,OE%s”
|
Off Center Shot Record¶
Record type: | OF |
---|---|
Field headers: | AR: Angle right |
Sample(s): | “OF,AR%s,ZE%s,SD%s”
“OF,ZE%s,--Vert Angle Offset”
“OF,OL%s,--Right Angle Offset”
“OF,HD%s,--Horizontal Distance Offset”
“OF,LR%s,--Left / Right Offset”
“OF,VD%s,--Elevation Offset”
|
Repeat Backsight¶
Record type: | RB (repeat backsight) |
---|---|
Field headers: | OP: Occupied point |
Sample(s): | “RB,OP%s,BP%s,AR%s,ZE%s,SD%s,HR%s,--%s”
|
Repeat Directional¶
Record type: | RD |
---|---|
Field headers: | BD: Backsight direct |
Sample(s): | “RD,FD %s:%s”
“RD,FV %s:%s”
“RD,BD %s:%s”
“RD,BV %s:%s”
“RD,ZD %s:%s”
“RD,ZV %s:%s”
|
The data before the colon (:) is the integer set number and the data after the colon is the angle measurement. See MO record for angle units.
Remote Elevation Record¶
Record type: | RE |
---|---|
Field headers: | OP: Occupied point |
Sample(s): | “RE,OP%s,FE%s,ZE%s,SD%s,--%s”
|
Repeat Foresight¶
Record type: | RF (repeat foresight) |
---|---|
Field headers: | OP: Occupied point |
Sample(s): | “RF,OP%s,FP%s,AR%s,ZE%s,SD%s,HR%s,--%s”
|
Resection Record¶
Record type: | RS |
---|---|
Field headers: | PN: Point number |
Sample(s): | “RS,PN%s,CR%s,ZE%s,SD%s” // A resection with angles and distance
“RS,PN%s,CR%s” // A resection with angles only
|
Deltas record¶
Record type: | SD |
---|---|
Field headers: | ND: Delta northing |
Sample(s): | “SD,ND%s,ED%s,LD%s”
|
Stake Out Record¶
Record type: | SK |
---|---|
Field headers: | OP: Occupy point |
Sample(s): | “SK,OP%s,FP%s,AR%s,ZE%s,SD%s,--%s”
|
Note: FP field used to record design point name. Starting from SPCE3.5, it records the actual point name. It also may be blank if there is no actual point stored.
Slope Staking Record¶
Record type: | SL |
---|---|
Field headers: | ST: Station |
Sample(s): | “SL,ST%s,OD%s,EL%s,GD%s,AS%s,HH%s,VH%s,HC%s,VC%s,CF%s,DS%s,OB%s”
|
Store Point Record¶
Record type: | SP |
---|---|
Field headers: | PN: Point number |
Sample(s): | “SP,PN%s,N %s,E %s,EL%s,--%s”
|
Slope Staking Reference Offset Record¶
Record type: | SR |
---|---|
Field headers: | ST: Station |
Sample(s): | “SR,ST%s,OD%s,EL%s,GD%s,AS%s,HH%s,VH%s,HC%s,VC%s,CF%s,DS%s,OB%s,OL%s”
|
Sun Shot Record¶
Record type: | SU |
---|
For a sun shot setup
Field headers: | GH: Greenwich hour angle (GHA 0) GH: Greenwich hour angle (GHA 24) DE: Declination (DECL 0) DE: Declination (DECL 24) SM: Semi-diameter of Sun (in DMS) DT: Local date (See General and Conventional Field List) TM: Local time (See General and Conventional Field List) |
---|
For the actual sun shot
Field headers: | BD: Backsight direct |
---|---|
Sample(s): | “SU,GH%s,GH%s,DE%s,DE%s,SM%s”
“SU,DT%02s%02s%04s”
“SU,LA%s,LO%s,EG%s”
“SU,TM%s”
“SU,%s%s%s” // Will write BD,BV or FD,FV with an angle measurement. See MO
record for angle units.
|
Traverse / Sideshot / Observation Record¶
Record type: | TR / SS / OB |
---|---|
Field headers: | OP: Occupy point |
Sample(s): | “TR,OP%s,FP%s,AR%s,ZE%s,SD%s,--%s”
“SS,OP%s,FP%s,AR%s,ZE%s,SD%s,--%s”
“OB,OP%s,FP%s,AR%s,ZE%s,SD%s,--%s”
|
GPS Raw Data Record Definitions¶
GPS Antenna Height¶
Record type: | AH |
---|---|
Field headers: | DC: Derivation Code (ENUM) |
Sample(s): | “AH,DC%s,MA%s,ME%s,RA%s”
|
GPS Base Line¶
Record type: | BL |
---|---|
Field headers: | DC: Derivation |
Sample(s): | “BL,DC%s,PN%s,DX%s,DY%s,DZ%s,--%s,GM%s,CL%s,HP%s,VP%s”
|
Set Base Receiver Position¶
Record type: | BP |
---|---|
Field headers: | PN : Point Name |
Sample(s): | “BP,PN%s,LA%s,LN%s,HT%s,SG%s”
|
COGO Settings record¶
Record type: | CG |
---|---|
Field headers: | AO: Azimuth Orientation (ENUM) |
Sample(s): | “CG,AO%s,GO%s”
|
Coordinate System Identity¶
Record type: | CS |
---|---|
Field headers: | CO: Coordinate system option (ENUM) |
Sample(s): | “CS,CO%s,ZG%s,ZN%s,DN%s”
|
Calibration Point¶
Record type: | CT |
---|---|
Field headers: | PN: Point Name |
Sample(s): | “CT,PN%s,DM%s,RH%s,RV%s”
|
RMS Covariance of GPS Position¶
Record type: | CV |
---|---|
Field headers: | DC: Derivation (ENUM) |
Sample(s): | “CV,DC%s,SV%s,SC%s,XX%s,XY%s,XZ%s,YY%s,YZ%s,ZZ%s”
|
Datum Grid Record¶
Record type: | DG |
---|---|
Field headers: | FI: File name |
Sample(s): | “DG,FI%s”
|
Datum Record¶
Record type: | DT |
---|---|
Field headers: | DA: Type of datum (ENUM) |
Sample(s): | “DT,DA%s,RD%s,IF%s,OX%s,OY%s,OZ%s,LX%s,LY%s,LZ%s,SP%s”
|
GPS Edit Point Record¶
Record type: | EE |
---|---|
Field headers: | GF: Geodetic Flags (ENUM) |
Sample(s): | “EE,GF%s,SG%s”
|
Geodetic position¶
When a point is stored, its geodetic position is recorded.
Record type: | EP |
---|---|
Field headers: | TM: Time |
Sample(s): | “EP,TM%s:%s:%s,LA%s,LN%s,HT%s,RH%s,RV%s,DH%s,DV%s,GM%s,CL%s”
“EP,TM%s:%s:%s,LA%s,LN%s,HT%s,RH%s,RV%s,GM%s,CL%s”
|
Equipment Record¶
Record type: | EQ |
---|---|
Field headers: | DC: Derivation Code (ENUM) |
Sample(s): | “EQ,DC%s,RX%s,RS%s,AN%s,AI%s,AT%s,TS%s,TA%s,HO%s,VO%s”
|
Ellipsoid Record¶
Record type: | ES |
---|---|
Field headers: | RD : a - radius of semi major |
Sample(z: | “ES,RD%s,IF%s,EM%s”
|
GPS stakeout record¶
Record type: | GK |
---|---|
Field headers: | PN: Point name (actual point, may be blank) |
Sample(s): | “GK,PN%s,N %s,E %s,EL%s,--%s”
|
GPS Offset Shot Record¶
Record type: | GO |
---|---|
Field headers: | PN: Point Name |
Sample(s): | “GO,PN%s,AZ%s,ZE%s,SD%s,HI%s,HR%s,--%s”
|
GPS Point Record¶
Record type: | GP |
---|---|
Field headers: | PN: Point Name |
Sample(s): | “GP,PN%s,PT%s”
|
GPS adjusted point record¶
Record type: | GR |
---|---|
Field headers: | N : Northing |
Sample(s): | “GR,PN%s,N %s,E %s,EL%s,--%s”
|
GPS Store Point¶
The GS record is similar to the SP record, which records the coordinate of a point. This record identifies the point is created by GPS.
Record type: | GS |
---|---|
Field headers: | PN: Point Name |
Sample(s): | “GS,PN%s,N%s,E%s,EL%s,--%s”
|
Horizontal Calibration (Adjust)¶
Record type: | HA |
---|---|
Field headers: | N : Origin north |
Sample(s): | “HA,N %s,E %s,TH%s,TE%s,RT%s,SC%s”
|
Note: all the fields may be blank if there is no adjustment done.
Extended Projection Record¶
Record type: | PE |
---|---|
Field headers: | TP: Type of projection (ENUM) |
Sample(s): | “PE,TP%s,LA%s,LN%s,HT%s,N %s,E %s,EL%s,SC%s,OO%s,OT%s, CT%s,AF%s,RY%s,AE%s,FO%s,FT%s”
|
Projection Record¶
Record type: | PJ |
---|---|
Field headers: | TP: Type of projection (ENUM) |
Sample(s): | “PJ,TP%s,LA%s,LN%s,HT%s,N %s,E %s,EL%s,SC%s,OO%s,OT%s”
|
Local coordinates of calibration point¶
Record type: | RP |
---|---|
Field headers: | N : Northing |
Sample(s): | “RP,PN%s,N %s,E %s,EL%s,--%s”
|
Receiver Setup¶
Record type: | RX |
---|---|
Field headers: | DC: Derivation Code (ENUM) |
Sample(s): | “RX,DC%s,RA%s,RE%s,FI%s”
|
Local site settings¶
Record type: | ST |
---|---|
Field headers: | LA: Latitude |
Sample(s): | “ST,LA%s,LN%s,HT%s,SC%s,N %s,E %s”
|
Vertical Calibration (Adjust)¶
Record type: | VA |
---|---|
Field headers: | PV: Type of vertical adjustment (ENUM) |
Sample(s): | “VA,PV%s,N %s,E %s,LZ%s,SO%s,SA%s,GN%s”
|
Legacy Raw Data Record Definitions¶
These records are not used in Survey Pro version 3.5 and beyond.
Accumulating Angle-right¶
Record type: | AA |
---|---|
Field headers: | BC: Back circle |
Sample(s): | “AA,BC%s,AR%s,ZE%s,SD%s”
|
Bench level, backsight¶
Record type: | BB |
---|---|
Field headers: | PN: Backsight point |
Sample(s): | “BB,PN%s,EL%s,ZE%s,SD%s,--%s”
|
Base Point Geoid Model Elevation¶
Replaced by Vertical adjustment record VA.
Record type: | BG |
---|---|
Field headers: | PN: Point Name |
Sample(s): | “BG,PN%s,HT%s,GU%s,EL%s”
|
Bench level, side shots¶
Record type: | BS |
---|---|
Field headers: | PN: FS point |
Sample(s): | “BS,PN%s,ZE%s,SD%s,--%s”
|
Bench level, traverse¶
Record type: | BT |
---|---|
Field headers: | PN: FS point |
Sample(s): | “BT,PN%s,ZE%s,SD%s,--%s”
|
Horizontal Control Point¶
When solving local transformation, each control point’s lat, long and height will be recorded.
Record type: | HC |
---|---|
Field headers: | PN: Point Name |
Sample(s): | “HC,PN%s,LA%s,LN%s,HT%s,--%s”
|
Vertical Ellipsoid Height Setup¶
Replaced by the vertical adjust record VA.
Record type: | LE |
---|---|
Field headers: |
|
Sample(s): | “LE,--%s”
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Vertical Geoid Model Setup¶
Replaced by the vertical adjust record VA.
Record type: | LG |
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Field headers: | GI: Geoid model index |
Sample(s): | “LG,GI%s”
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Horizontal Mapping Plane Setup¶
Replaced by the projection records (ES,PJ,DT,CS).
Record type: | LM |
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Field headers: | ME: Method |
Sample(s): | “LM,ME%s,CS%s,DA%s,ZO%s,HE%s,FI%s”
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Local transforming coefficients for horizontal¶
Replaced by Horizontal adjustment record HA.
Record type: | LH |
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Field headers: | PN: Point Name |
Sample(s): | “LH,PN%s,Ha%s,Hb%s,Hc%s,Hd%s,SC%s,RT%s”
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Local transforming coefficients for vertical¶
Replaced by Vertical adjustment record VA.
Record type: | LV |
---|---|
Field headers: | PN: Point Name |
Sample(s): | “LV,PN%s,Va%s,Vb%s,Vc%s,Ba%s,Bo%s,Bh%s”
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Vertical Control point¶
When solving local transformation, each control point’s lat, long and height will be recorded.
Record type: | VC |
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Field headers: | PN: Control point number |
Sample(s): | “VC,PN%s,LA%s,LN%s,HT%s,--%s”
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