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 09:54:25 EST
 DP6617 ***********************************************************************
 DP6617  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP6617  DESIGNATION -  SDABERDEEN CORS ARP
 DP6617  CORS_ID     -  SDAB
 DP6617  PID         -  DP6617
 DP6617  STATE/COUNTY-  SD/BROWN
 DP6617  COUNTRY     -  US
 DP6617  USGS QUAD   -  ABERDEEN EAST (2017)
 DP6617
 DP6617                         *CURRENT SURVEY CONTROL
 DP6617  ______________________________________________________________________
 DP6617* NAD 83(2011) POSITION- 45 27 29.47154(N) 098 24 48.99866(W)   ADJUSTED
 DP6617* NAD 83(2011) ELLIP HT-   381.478 (meters)        (07/??/23)   ADJUSTED
 DP6617* NAD 83(2011) EPOCH   -  2010.00
 DP6617  ______________________________________________________________________
 DP6617  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 DP6617  NAD 83(2011) X  -   -655,754.706 (meters)                     COMP
 DP6617  NAD 83(2011) Y  - -4,433,474.267 (meters)                     COMP
 DP6617  NAD 83(2011) Z  -  4,523,482.628 (meters)                     COMP
 DP6617
 DP6617.Formal positional accuracy estimates are not available for this CORS
 DP6617.because its coordinates were determined in part using modeled
 DP6617.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DP6617.and ellipsoid height can be obtained from the short-term time series.
 DP6617.Additional information regarding modeled velocities is available on
 DP6617.the CORS Coordinates for MYCS2 web page:
 DP6617.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DP6617
 DP6617.The coordinates were established by GPS observations
 DP6617.and adjusted by the National Geodetic Survey in July 2023.
 DP6617
 DP6617.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6617.been affixed to the stable North American Tectonic Plate. 
 DP6617
 DP6617.The coordinates are valid at the epoch date displayed above
 DP6617.which is a decimal equivalence of Year/Month/Day.
 DP6617
 DP6617.Due to the release of the International GNSS Service (IGS) 2014
 DP6617.realization of the International Terrestrial Reference Frame of 2014
 DP6617.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP6617.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP6617.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP6617.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP6617.currently published epoch of 2010.00.
 DP6617
 DP6617.Additional information on MYCS2 is available at
 DP6617.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP6617
 DP6617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6617.GEOID18 height accuracy estimate available here.
 DP6617
 DP6617.The PID for the CORS L1 Phase Center is DP6618.
 DP6617
 DP6617.Click photographs - Photos may exist for this station.
 DP6617
 DP6617.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP6617
 DP6617.The ellipsoidal height was determined by GPS observations
 DP6617.and is referenced to NAD 83.
 DP6617
 DP6617. The following values were computed from the NAD 83(2011) position.
 DP6617
 DP6617;                    North         East     Units Scale Factor Converg.
 DP6617;SPC SD N     -   181,776.708   724,068.486   MT  0.99996432   +1 07 21.9
 DP6617;SPC SD N     -   596,379.08  2,375,548.02   sFT  0.99996432   +1 07 21.9
 DP6617;UTM  14      - 5,034,018.384   545,846.603   MT  0.99962584   +0 25 04.6
 DP6617
 DP6617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6617!SPC SD N     -   0.99994020  x   0.99996432  =   0.99990452
 DP6617!UTM  14      -   0.99994020  x   0.99962584  =   0.99956606
 DP6617
 DP6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNR4584634018(NAD 83)
 DP6617
 DP6617                          SUPERSEDED SURVEY CONTROL
 DP6617
 DP6617  NAD 83(2011)-  45 27 29.47146(N)    098 24 48.99867(W) AD(2010.00) c
 DP6617  ELLIP H (06/??/19)  381.503  (m)                       GP(2010.00) c c
 DP6617  NAD 83(2011)-  45 27 29.47179(N)    098 24 48.99872(W) AD(2010.00) c
 DP6617  ELLIP H (03/??/15)  381.481  (m)                       GP(2010.00) c c
 DP6617
 DP6617.Superseded values are not recommended for survey control.
 DP6617
 DP6617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6617.See file dsdata.pdf to determine how the superseded data were derived.
 DP6617
 DP6617_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP6617
 DP6617                          STATION DESCRIPTION
 DP6617
 DP6617'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DP6617'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP6617'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP6617'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP6617'https://geodesy.noaa.gov/CORS/data.shtml
 DP6617'https://geodesy.noaa.gov/CORS




 *** retrieval complete.
 Elapsed Time = 00:00:03