The NGS Data Sheet

See file dsdata.pdf for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.12.5.19
Starting Datasheet Retrieval...
1    National Geodetic Survey, Retrieval Date = FEBRUARY 20, 2025 00:10:56 EST
 DQ9786 ***********************************************************************
 DQ9786  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ9786  DESIGNATION -  MTBR BRIDGER CORS ARP
 DQ9786  CORS_ID     -  MTBR
 DQ9786  PID         -  DQ9786
 DQ9786  STATE/COUNTY-  MT/CARBON
 DQ9786  COUNTRY     -  US
 DQ9786  USGS QUAD   -  BRIDGER (2017)
 DQ9786
 DQ9786                         *CURRENT SURVEY CONTROL
 DQ9786  ______________________________________________________________________
 DQ9786* NAD 83(2011) POSITION- 45 16 11.09210(N) 108 54 51.42018(W)   ADJUSTED
 DQ9786* NAD 83(2011) ELLIP HT-  1106.667 (meters)        (08/??/19)   ADJUSTED
 DQ9786* NAD 83(2011) EPOCH   -  2010.00
 DQ9786  ______________________________________________________________________
 DQ9786  GEOID HEIGHT    -        -12.020 (meters)                     GEOID18
 DQ9786  NAD 83(2011) X  - -1,457,756.776 (meters)                     COMP
 DQ9786  NAD 83(2011) Y  - -4,254,298.065 (meters)                     COMP
 DQ9786  NAD 83(2011) Z  -  4,509,282.472 (meters)                     COMP
 DQ9786
 DQ9786.Formal positional accuracy estimates are not available for this CORS
 DQ9786.because its coordinates were determined in part using modeled
 DQ9786.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DQ9786.and ellipsoid height can be obtained from the short-term time series.
 DQ9786.Additional information regarding modeled velocities is available on
 DQ9786.the CORS Coordinates for MYCS2 web page:
 DQ9786.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DQ9786
 DQ9786.The coordinates were established by GPS observations
 DQ9786.and adjusted by the National Geodetic Survey in August 2019.
 DQ9786
 DQ9786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9786.been affixed to the stable North American Tectonic Plate. 
 DQ9786
 DQ9786.The coordinates are valid at the epoch date displayed above
 DQ9786.which is a decimal equivalence of Year/Month/Day.
 DQ9786
 DQ9786.Due to the release of the International GNSS Service (IGS) 2014
 DQ9786.realization of the International Terrestrial Reference Frame of 2014
 DQ9786.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DQ9786.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DQ9786.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DQ9786.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DQ9786.currently published epoch of 2010.00.
 DQ9786
 DQ9786.Additional information on MYCS2 is available at
 DQ9786.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DQ9786
 DQ9786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9786.GEOID18 height accuracy estimate available here.
 DQ9786
 DQ9786.The PID for the CORS L1 Phase Center is DQ9787.
 DQ9786
 DQ9786.Click photographs - Photos may exist for this station.
 DQ9786
 DQ9786.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ9786
 DQ9786.The ellipsoidal height was determined by GPS observations
 DQ9786.and is referenced to NAD 83.
 DQ9786
 DQ9786. The following values were computed from the NAD 83(2011) position.
 DQ9786
 DQ9786;                    North         East     Units Scale Factor Converg.
 DQ9786;SPC MT       -   113,512.159   645,957.315   MT  0.99984879   +0 25 42.4
 DQ9786;SPC MT       -   372,415.22  2,119,282.53   iFT  0.99984879   +0 25 42.4
 DQ9786;UTM  12      - 5,015,032.774   663,612.924   MT  0.99992915   +1 28 55.5
 DQ9786
 DQ9786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9786!SPC MT       -   0.99982652  x   0.99984879  =   0.99967534
 DQ9786!UTM  12      -   0.99982652  x   0.99992915  =   0.99975569
 DQ9786
 DQ9786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXR6361215032(NAD 83)
 DQ9786
 DQ9786                          SUPERSEDED SURVEY CONTROL
 DQ9786
 DQ9786  NAD 83(2011)-  45 16 11.09231(N)    108 54 51.42007(W) AD(2010.00) c
 DQ9786  ELLIP H (11/??/18) 1106.669  (m)                       GP(2010.00) c c
 DQ9786
 DQ9786.Superseded values are not recommended for survey control.
 DQ9786
 DQ9786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9786.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9786
 DQ9786_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ9786
 DQ9786                          STATION DESCRIPTION
 DQ9786
 DQ9786'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DQ9786'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DQ9786'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DQ9786'ACCESSIBLE AT THE WORLDWIDE WEB.
 DQ9786'https://geodesy.noaa.gov/CORS/data.shtml
 DQ9786'https://geodesy.noaa.gov/CORS




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