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 16:36:40 EST
 DF4373 ***********************************************************************
 DF4373  HT_MOD      -  This is a Height Modernization Survey Station.
 DF4373  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF4373  DESIGNATION -  AUSTIN RRP2 CORS ARP
 DF4373  CORS_ID     -  TXAU
 DF4373  PID         -  DF4373
 DF4373  STATE/COUNTY-  TX/TRAVIS
 DF4373  COUNTRY     -  US
 DF4373  USGS QUAD   -  AUSTIN WEST (2019)
 DF4373
 DF4373                         *CURRENT SURVEY CONTROL
 DF4373  ______________________________________________________________________
 DF4373* NAD 83(2011) POSITION- 30 18 42.08821(N) 097 45 22.71227(W)   ADJUSTED
 DF4373* NAD 83(2011) ELLIP HT-   193.880 (meters)        (06/??/19)   ADJUSTED
 DF4373* NAD 83(2011) EPOCH   -  2010.00
 DF4373* NAVD 88 ORTHO HEIGHT -   219.68  (meters)      720.7   (feet) GPS OBS
 DF4373  ______________________________________________________________________
 DF4373  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DF4373  GEOID HEIGHT    -        -25.784 (meters)                     GEOID09
 DF4373  GEOID HEIGHT    -        -25.828 (meters)                     GEOID18
 DF4373  NAD 83(2011) X  -   -743,773.723 (meters)                     COMP
 DF4373  NAD 83(2011) Y  - -5,460,645.921 (meters)                     COMP
 DF4373  NAD 83(2011) Z  -  3,200,347.832 (meters)                     COMP
 DF4373
 DF4373  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF4373  Standards:
 DF4373         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF4373            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF4373  -------------------------------------------------------------------
 DF4373  NETWORK    0.23   0.49           0.06   0.11   0.25      0.17666600
 DF4373  -------------------------------------------------------------------
 DF4373
 DF4373.The coordinates were established by GPS observations
 DF4373.and adjusted by the National Geodetic Survey in June 2019.
 DF4373
 DF4373.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF4373.been affixed to the stable North American Tectonic Plate. 
 DF4373
 DF4373.The coordinates are valid at the epoch date displayed above
 DF4373.which is a decimal equivalence of Year/Month/Day.
 DF4373
 DF4373.Due to the release of the International GNSS Service (IGS) 2014
 DF4373.realization of the International Terrestrial Reference Frame of 2014
 DF4373.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF4373.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF4373.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF4373.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF4373.currently published epoch of 2010.00.
 DF4373
 DF4373.Additional information on MYCS2 is available at
 DF4373.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF4373
 DF4373.The orthometric height was determined by GPS observations and a
 DF4373.high-resolution geoid model using precise GPS observation and
 DF4373.processing techniques.
 DF4373
 DF4373.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4373.GEOID18 height accuracy estimate available here.
 DF4373
 DF4373.The PID for the CORS L1 Phase Center is DJ9486.
 DF4373
 DF4373.Click photographs - Photos may exist for this station.
 DF4373
 DF4373.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF4373
 DF4373.The ellipsoidal height was determined by GPS observations
 DF4373.and is referenced to NAD 83.
 DF4373
 DF4373. The following values were computed from the NAD 83(2011) position.
 DF4373
 DF4373;                    North         East     Units Scale Factor Converg.
 DF4373;SPC TX C     - 3,074,376.199   947,833.138   MT  0.99995366   +1 19 38.3
 DF4373;SPC TX C     -10,086,515.91  3,109,682.55   sFT  0.99995366   +1 19 38.3
 DF4373;UTM  14      - 3,353,979.160   619,579.142   MT  0.99977641   +0 37 40.0
 DF4373
 DF4373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4373!SPC TX C     -   0.99996955  x   0.99995366  =   0.99992321
 DF4373!UTM  14      -   0.99996955  x   0.99977641  =   0.99974597
 DF4373
 DF4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RPU1957953979(NAD 83)
 DF4373
 DF4373                          SUPERSEDED SURVEY CONTROL
 DF4373
 DF4373  ELLIP H (06/27/12)  193.909  (m)                       GP(2010.00) 0 0
 DF4373  NAD 83(2011)-  30 18 42.08819(N)    097 45 22.71255(W) AD(2010.00) c
 DF4373  NAD 83(2011)-  30 18 42.08819(N)    097 45 22.71225(W) AD(2010.00) c
 DF4373  ELLIP H (08/??/11)  193.873  (m)                       GP(2010.00) c c
 DF4373  NAD 83(CORS)-  30 18 42.08791(N)    097 45 22.71296(W) AD(2002.00) c
 DF4373  ELLIP H (08/??/07)  193.879  (m)                       GP(2002.00) c c
 DF4373  ELLIP H (02/10/07)  193.890  (m)                       GP(2002.00)    
 DF4373  NAD 83(2007)-  30 18 42.08805(N)    097 45 22.71311(W) AD(2002.00) c
 DF4373  NAD 83(CORS)-  30 18 42.08805(N)    097 45 22.71311(W) AD(2002.00) c
 DF4373  ELLIP H (03/??/03)  193.890  (m)                       GP(2002.00) c c
 DF4373
 DF4373.Superseded values are not recommended for survey control.
 DF4373
 DF4373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4373.See file dsdata.pdf to determine how the superseded data were derived.
 DF4373
 DF4373_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF4373
 DF4373                          STATION DESCRIPTION
 DF4373
 DF4373'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DF4373'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF4373'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF4373'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF4373'https://geodesy.noaa.gov/CORS/data.shtml
 DF4373'https://geodesy.noaa.gov/CORS




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