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 01:04:12 EST
 DL6908 ***********************************************************************
 DL6908  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6908  DESIGNATION -  DALHART CORS ARP
 DL6908  CORS_ID     -  TXDL
 DL6908  PID         -  DL6908
 DL6908  STATE/COUNTY-  TX/DALLAM
 DL6908  COUNTRY     -  US
 DL6908  USGS QUAD   -  DALHART WEST (2019)
 DL6908
 DL6908                         *CURRENT SURVEY CONTROL
 DL6908  ______________________________________________________________________
 DL6908* NAD 83(2011) POSITION- 36 04 40.21201(N) 102 32 19.13737(W)   ADJUSTED
 DL6908* NAD 83(2011) ELLIP HT-  1198.397 (meters)        (07/??/23)   ADJUSTED
 DL6908* NAD 83(2011) EPOCH   -  2010.00
 DL6908  ______________________________________________________________________
 DL6908  GEOID HEIGHT    -        -24.739 (meters)                     GEOID18
 DL6908  NAD 83(2011) X  - -1,120,635.819 (meters)                     COMP
 DL6908  NAD 83(2011) Y  - -5,038,773.957 (meters)                     COMP
 DL6908  NAD 83(2011) Z  -  3,735,881.207 (meters)                     COMP
 DL6908
 DL6908  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6908  Standards:
 DL6908         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6908            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6908  -------------------------------------------------------------------
 DL6908  NETWORK    0.19   0.43           0.06   0.09   0.22      0.27484900
 DL6908  -------------------------------------------------------------------
 DL6908
 DL6908.The coordinates were established by GPS observations
 DL6908.and adjusted by the National Geodetic Survey in July 2023.
 DL6908
 DL6908.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6908.been affixed to the stable North American Tectonic Plate. 
 DL6908
 DL6908.The coordinates are valid at the epoch date displayed above
 DL6908.which is a decimal equivalence of Year/Month/Day.
 DL6908
 DL6908.Due to the release of the International GNSS Service (IGS) 2014
 DL6908.realization of the International Terrestrial Reference Frame of 2014
 DL6908.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL6908.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL6908.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL6908.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL6908.currently published epoch of 2010.00.
 DL6908
 DL6908.Additional information on MYCS2 is available at
 DL6908.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL6908
 DL6908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6908.GEOID18 height accuracy estimate available here.
 DL6908
 DL6908.The PID for the CORS L1 Phase Center is DS2836.
 DL6908
 DL6908.Click photographs - Photos may exist for this station.
 DL6908
 DL6908.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6908
 DL6908.The ellipsoidal height was determined by GPS observations
 DL6908.and is referenced to NAD 83.
 DL6908
 DL6908. The following values were computed from the NAD 83(2011) position.
 DL6908
 DL6908;                    North         East     Units Scale Factor Converg.
 DL6908;SPC TX N     - 1,231,006.370   106,447.528   MT  0.99997709   -0 36 07.0
 DL6908;SPC TX N     - 4,038,726.73    349,236.60   sFT  0.99997709   -0 36 07.0
 DL6908;UTM  13      - 3,995,386.206   721,638.563   MT  1.00020532   +1 27 00.1
 DL6908
 DL6908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6908!SPC TX N     -   0.99981195  x   0.99997709  =   0.99978904
 DL6908!UTM  13      -   0.99981195  x   1.00020532  =   1.00001723
 DL6908
 DL6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGV2163895386(NAD 83)
 DL6908
 DL6908                          SUPERSEDED SURVEY CONTROL
 DL6908
 DL6908  NAD 83(2011)-  36 04 40.21169(N)    102 32 19.13752(W) AD(2010.00) c
 DL6908  ELLIP H (06/??/19) 1198.375  (m)                       GP(2010.00) c c
 DL6908  NAD 83(2011)-  36 04 40.21167(N)    102 32 19.13738(W) AD(2010.00) c
 DL6908  ELLIP H (08/??/11) 1198.362  (m)                       GP(2010.00) c c
 DL6908  NAD 83(CORS)-  36 04 40.21165(N)    102 32 19.13797(W) AD(2002.00) c
 DL6908  ELLIP H (04/??/10) 1198.362  (m)                       GP(2002.00) c c
 DL6908
 DL6908.Superseded values are not recommended for survey control.
 DL6908
 DL6908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6908.See file dsdata.pdf to determine how the superseded data were derived.
 DL6908
 DL6908_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL6908
 DL6908                          STATION DESCRIPTION
 DL6908
 DL6908'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DL6908'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL6908'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL6908'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL6908'https://geodesy.noaa.gov/CORS/data.shtml
 DL6908'https://geodesy.noaa.gov/CORS




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