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 18, 2025 04:12:36 EST
 DN6089 ***********************************************************************
 DN6089  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN6089  DESIGNATION -  SAM AUSTIN CORS ARP
 DN6089  CORS_ID     -  SAM2
 DN6089  PID         -  DN6089
 DN6089  STATE/COUNTY-  TX/TRAVIS
 DN6089  COUNTRY     -  US
 DN6089  USGS QUAD   -  OAK HILL (2019)
 DN6089
 DN6089                         *CURRENT SURVEY CONTROL
 DN6089  ______________________________________________________________________
 DN6089* NAD 83(2011) POSITION- 30 14 20.44818(N) 097 50 11.32390(W)   ADJUSTED
 DN6089* NAD 83(2011) ELLIP HT-   212.814 (meters)        (06/??/19)   ADJUSTED
 DN6089* NAD 83(2011) EPOCH   -  2010.00
 DN6089  ______________________________________________________________________
 DN6089  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 DN6089  NAD 83(2011) X  -   -751,969.759 (meters)                     COMP
 DN6089  NAD 83(2011) Y  - -5,463,640.171 (meters)                     COMP
 DN6089  NAD 83(2011) Z  -  3,193,399.160 (meters)                     COMP
 DN6089
 DN6089  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6089  Standards:
 DN6089         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6089            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6089  -------------------------------------------------------------------
 DN6089  NETWORK    0.22   0.54           0.07   0.10   0.28      0.09444000
 DN6089  -------------------------------------------------------------------
 DN6089
 DN6089.The coordinates were established by GPS observations
 DN6089.and adjusted by the National Geodetic Survey in June 2019.
 DN6089
 DN6089.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6089.been affixed to the stable North American Tectonic Plate. 
 DN6089
 DN6089.The coordinates are valid at the epoch date displayed above
 DN6089.which is a decimal equivalence of Year/Month/Day.
 DN6089
 DN6089.Due to the release of the International GNSS Service (IGS) 2014
 DN6089.realization of the International Terrestrial Reference Frame of 2014
 DN6089.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN6089.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN6089.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN6089.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN6089.currently published epoch of 2010.00.
 DN6089
 DN6089.Additional information on MYCS2 is available at
 DN6089.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN6089
 DN6089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6089.GEOID18 height accuracy estimate available here.
 DN6089
 DN6089.The PID for the CORS L1 Phase Center is DS2743.
 DN6089
 DN6089.Click photographs - Photos may exist for this station.
 DN6089
 DN6089.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN6089
 DN6089.The ellipsoidal height was determined by GPS observations
 DN6089.and is referenced to NAD 83.
 DN6089
 DN6089. The following values were computed from the NAD 83(2011) position.
 DN6089
 DN6089;                    North         East     Units Scale Factor Converg.
 DN6089;SPC TX C     - 3,066,145.858   940,305.310   MT  0.99996959   +1 17 09.7
 DN6089;SPC TX C     -10,059,513.54  3,084,985.00   sFT  0.99996959   +1 17 09.7
 DN6089;UTM  14      - 3,345,842.969   611,952.851   MT  0.99975462   +0 35 09.7
 DN6089
 DN6089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6089!SPC TX C     -   0.99996658  x   0.99996959  =   0.99993617
 DN6089!UTM  14      -   0.99996658  x   0.99975462  =   0.99972121
 DN6089
 DN6089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1195245842(NAD 83)
 DN6089
 DN6089                          SUPERSEDED SURVEY CONTROL
 DN6089
 DN6089  NAD 83(2011)-  30 14 20.44839(N)    097 50 11.32390(W) AD(2010.00) c
 DN6089  ELLIP H (03/??/12)  212.800  (m)                       GP(2010.00) c c
 DN6089  NAD 83(CORS)-  30 14 20.44852(N)    097 50 11.32460(W) AD(2002.00) c
 DN6089  ELLIP H (03/??/12)  212.799  (m)                       GP(2002.00) c c
 DN6089
 DN6089.Superseded values are not recommended for survey control.
 DN6089
 DN6089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6089.See file dsdata.pdf to determine how the superseded data were derived.
 DN6089
 DN6089_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DN6089
 DN6089                          STATION DESCRIPTION
 DN6089
 DN6089'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DN6089'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DN6089'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DN6089'ACCESSIBLE AT THE WORLDWIDE WEB.
 DN6089'https://geodesy.noaa.gov/CORS/data.shtml
 DN6089'https://geodesy.noaa.gov/CORS




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