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 12:01:21 EST
 DH3842 ***********************************************************************
 DH3842  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3842  DESIGNATION -  FREDERICKSBURG CORS ARP
 DH3842  CORS_ID     -  TXFR
 DH3842  PID         -  DH3842
 DH3842  STATE/COUNTY-  TX/GILLESPIE
 DH3842  COUNTRY     -  US
 DH3842  USGS QUAD   -  CAIN CITY (2019)
 DH3842
 DH3842                         *CURRENT SURVEY CONTROL
 DH3842  ______________________________________________________________________
 DH3842* NAD 83(2011) POSITION- 30 14 45.49668(N) 098 50 48.42807(W)   ADJUSTED
 DH3842* NAD 83(2011) ELLIP HT-   474.653 (meters)        (06/??/22)   ADJUSTED
 DH3842* NAD 83(2011) EPOCH   -  2010.00
 DH3842  ______________________________________________________________________
 DH3842  GEOID HEIGHT    -        -22.380 (meters)                     GEOID18
 DH3842  NAD 83(2011) X  -   -848,164.246 (meters)                     COMP
 DH3842  NAD 83(2011) Y  - -5,449,371.485 (meters)                     COMP
 DH3842  NAD 83(2011) Z  -  3,194,197.428 (meters)                     COMP
 DH3842
 DH3842  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3842  Standards:
 DH3842         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3842            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3842  -------------------------------------------------------------------
 DH3842  NETWORK    0.25   0.58           0.08   0.11   0.29      0.13684200
 DH3842  -------------------------------------------------------------------
 DH3842
 DH3842.The coordinates were established by GPS observations
 DH3842.and adjusted by the National Geodetic Survey in June 2022.
 DH3842
 DH3842.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3842.been affixed to the stable North American Tectonic Plate. 
 DH3842
 DH3842.The coordinates are valid at the epoch date displayed above
 DH3842.which is a decimal equivalence of Year/Month/Day.
 DH3842
 DH3842.Due to the release of the International GNSS Service (IGS) 2014
 DH3842.realization of the International Terrestrial Reference Frame of 2014
 DH3842.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH3842.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH3842.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH3842.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH3842.currently published epoch of 2010.00.
 DH3842
 DH3842.Additional information on MYCS2 is available at
 DH3842.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH3842
 DH3842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3842.GEOID18 height accuracy estimate available here.
 DH3842
 DH3842.The PID for the CORS L1 Phase Center is DR9270.
 DH3842
 DH3842.Click photographs - Photos may exist for this station.
 DH3842
 DH3842.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3842
 DH3842.The ellipsoidal height was determined by GPS observations
 DH3842.and is referenced to NAD 83.
 DH3842
 DH3842. The following values were computed from the NAD 83(2011) position.
 DH3842
 DH3842;                    North         East     Units Scale Factor Converg.
 DH3842;SPC TX C     - 3,065,176.116   843,067.589   MT  0.99996800   +0 45 56.4
 DH3842;SPC TX C     -10,056,331.97  2,765,964.25   sFT  0.99996800   +0 45 56.4
 DH3842;UTM  14      - 3,346,051.403   514,740.607   MT  0.99960268   +0 04 37.8
 DH3842
 DH3842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3842!SPC TX C     -   0.99992546  x   0.99996800  =   0.99989347
 DH3842!UTM  14      -   0.99992546  x   0.99960268  =   0.99952817
 DH3842
 DH3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RNU1474046051(NAD 83)
 DH3842
 DH3842                          SUPERSEDED SURVEY CONTROL
 DH3842
 DH3842  NAD 83(2011)-  30 14 45.49669(N)    098 50 48.42809(W) AD(2010.00) c
 DH3842  ELLIP H (06/??/19)  474.637  (m)                       GP(2010.00) c c
 DH3842  NAD 83(2011)-  30 14 45.49667(N)    098 50 48.42806(W) AD(2010.00) c
 DH3842  ELLIP H (08/??/11)  474.632  (m)                       GP(2010.00) c c
 DH3842  NAD 83(CORS)-  30 14 45.49655(N)    098 50 48.42814(W) AD(2002.00) c
 DH3842  ELLIP H (06/??/05)  474.618  (m)                       GP(2002.00) c c
 DH3842
 DH3842.Superseded values are not recommended for survey control.
 DH3842
 DH3842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3842.See file dsdata.pdf to determine how the superseded data were derived.
 DH3842
 DH3842_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3842
 DH3842                          STATION DESCRIPTION
 DH3842
 DH3842'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DH3842'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH3842'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH3842'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH3842'https://geodesy.noaa.gov/CORS/data.shtml
 DH3842'https://geodesy.noaa.gov/CORS




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