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 19, 2025 14:15:15 EST
 DJ7866 ***********************************************************************
 DJ7866  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ7866  DESIGNATION -  KERRVILLE CORS ARP
 DJ7866  CORS_ID     -  TXKR
 DJ7866  PID         -  DJ7866
 DJ7866  STATE/COUNTY-  TX/KERR
 DJ7866  COUNTRY     -  US
 DJ7866  USGS QUAD   -  LEGION (2019)
 DJ7866
 DJ7866                         *CURRENT SURVEY CONTROL
 DJ7866  ______________________________________________________________________
 DJ7866* NAD 83(2011) POSITION- 30 03 53.75730(N) 099 07 17.33000(W)   ADJUSTED
 DJ7866* NAD 83(2011) ELLIP HT-   506.617 (meters)        (07/??/23)   ADJUSTED
 DJ7866* NAD 83(2011) EPOCH   -  2010.00
 DJ7866  ______________________________________________________________________
 DJ7866  GEOID HEIGHT    -        -22.160 (meters)                     GEOID18
 DJ7866  NAD 83(2011) X  -   -875,883.224 (meters)                     COMP
 DJ7866  NAD 83(2011) Y  - -5,455,224.704 (meters)                     COMP
 DJ7866  NAD 83(2011) Z  -  3,176,859.126 (meters)                     COMP
 DJ7866
 DJ7866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ7866  Standards:
 DJ7866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ7866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ7866  -------------------------------------------------------------------
 DJ7866  NETWORK    0.19   0.53           0.07   0.09   0.27      0.09200300
 DJ7866  -------------------------------------------------------------------
 DJ7866
 DJ7866.The coordinates were established by GPS observations
 DJ7866.and adjusted by the National Geodetic Survey in July 2023.
 DJ7866
 DJ7866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ7866.been affixed to the stable North American Tectonic Plate. 
 DJ7866
 DJ7866.The coordinates are valid at the epoch date displayed above
 DJ7866.which is a decimal equivalence of Year/Month/Day.
 DJ7866
 DJ7866.Due to the release of the International GNSS Service (IGS) 2014
 DJ7866.realization of the International Terrestrial Reference Frame of 2014
 DJ7866.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ7866.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ7866.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ7866.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ7866.currently published epoch of 2010.00.
 DJ7866
 DJ7866.Additional information on MYCS2 is available at
 DJ7866.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ7866
 DJ7866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ7866.GEOID18 height accuracy estimate available here.
 DJ7866
 DJ7866.The PID for the CORS L1 Phase Center is DL6519.
 DJ7866
 DJ7866.Click photographs - Photos may exist for this station.
 DJ7866
 DJ7866.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ7866
 DJ7866.The ellipsoidal height was determined by GPS observations
 DJ7866.and is referenced to NAD 83.
 DJ7866
 DJ7866. The following values were computed from the NAD 83(2011) position.
 DJ7866
 DJ7866;                    North         East     Units Scale Factor Converg.
 DJ7866;SPC TXSC     - 4,247,332.627   588,287.087   MT  0.99994421   -0 03 34.3
 DJ7866;SPC TXSC     -13,934,790.46  1,930,071.88   sFT  0.99994421   -0 03 34.3
 DJ7866;UTM  14      - 3,325,986.663   488,291.112   MT  0.99960169   -0 03 39.1
 DJ7866
 DJ7866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ7866!SPC TXSC     -   0.99992044  x   0.99994421  =   0.99986466
 DJ7866!UTM  14      -   0.99992044  x   0.99960169  =   0.99952216
 DJ7866
 DJ7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14RMU8829125986(NAD 83)
 DJ7866
 DJ7866                          SUPERSEDED SURVEY CONTROL
 DJ7866
 DJ7866  NAD 83(2011)-  30 03 53.75730(N)    099 07 17.32985(W) AD(2010.00) c
 DJ7866  ELLIP H (06/??/19)  506.646  (m)                       GP(2010.00) c c
 DJ7866  NAD 83(2011)-  30 03 53.75726(N)    099 07 17.32978(W) AD(2010.00) c
 DJ7866  ELLIP H (08/??/11)  506.647  (m)                       GP(2010.00) c c
 DJ7866  NAD 83(CORS)-  30 03 53.75704(N)    099 07 17.32980(W) AD(2002.00) c
 DJ7866  ELLIP H (12/??/07)  506.688  (m)                       GP(2002.00) c c
 DJ7866
 DJ7866.Superseded values are not recommended for survey control.
 DJ7866
 DJ7866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ7866.See file dsdata.pdf to determine how the superseded data were derived.
 DJ7866
 DJ7866_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ7866
 DJ7866                          STATION DESCRIPTION
 DJ7866
 DJ7866'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DJ7866'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ7866'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ7866'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ7866'https://geodesy.noaa.gov/CORS/data.shtml
 DJ7866'https://geodesy.noaa.gov/CORS




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