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 03:30:24 EST
 AJ1816 ***********************************************************************
 AJ1816  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ1816  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1816  DESIGNATION -  SUMMERFIELD 2 CORS ARP
 AJ1816  CORS_ID     -  SUM2
 AJ1816  PID         -  AJ1816
 AJ1816  STATE/COUNTY-  TX/DEAF SMITH
 AJ1816  COUNTRY     -  US
 AJ1816  USGS QUAD   -  WESTWAY (2019)
 AJ1816
 AJ1816                         *CURRENT SURVEY CONTROL
 AJ1816  ______________________________________________________________________
 AJ1816* NAD 83(2011) POSITION- 34 49 30.19898(N) 102 30 43.42549(W)   ADJUSTED
 AJ1816* NAD 83(2011) ELLIP HT-  1164.397 (meters)        (06/??/19)   ADJUSTED
 AJ1816* NAD 83(2011) EPOCH   -  2010.00
 AJ1816* NAVD 88 ORTHO HEIGHT -  1189.53  (meters)     3902.6   (feet) GPS OBS
 AJ1816  ______________________________________________________________________
 AJ1816  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ1816  GEOID HEIGHT    -        -25.123 (meters)                     GEOID99
 AJ1816  GEOID HEIGHT    -        -25.148 (meters)                     GEOID18
 AJ1816  NAD 83(2011) X  - -1,135,760.145 (meters)                     COMP
 AJ1816  NAD 83(2011) Y  - -5,117,983.526 (meters)                     COMP
 AJ1816  NAD 83(2011) Z  -  3,622,616.637 (meters)                     COMP
 AJ1816
 AJ1816  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ1816  Standards:
 AJ1816         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ1816            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ1816  -------------------------------------------------------------------
 AJ1816  NETWORK    0.21   0.46           0.06   0.10   0.23      0.25739700
 AJ1816  -------------------------------------------------------------------
 AJ1816
 AJ1816.The coordinates were established by GPS observations
 AJ1816.and adjusted by the National Geodetic Survey in June 2019.
 AJ1816
 AJ1816.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ1816.been affixed to the stable North American Tectonic Plate. 
 AJ1816
 AJ1816.The coordinates are valid at the epoch date displayed above
 AJ1816.which is a decimal equivalence of Year/Month/Day.
 AJ1816
 AJ1816.Due to the release of the International GNSS Service (IGS) 2014
 AJ1816.realization of the International Terrestrial Reference Frame of 2014
 AJ1816.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AJ1816.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AJ1816.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AJ1816.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AJ1816.currently published epoch of 2010.00.
 AJ1816
 AJ1816.Additional information on MYCS2 is available at
 AJ1816.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AJ1816
 AJ1816.The orthometric height was determined by GPS observations and a
 AJ1816.high-resolution geoid model using precise GPS observation and
 AJ1816.processing techniques.
 AJ1816
 AJ1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ1816.GEOID18 height accuracy estimate available here.
 AJ1816
 AJ1816.The PID for the CORS L1 Phase Center is AJ1817.
 AJ1816
 AJ1816.Click photographs - Photos may exist for this station.
 AJ1816
 AJ1816.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1816
 AJ1816.The ellipsoidal height was determined by GPS observations
 AJ1816.and is referenced to NAD 83.
 AJ1816
 AJ1816. The following values were computed from the NAD 83(2011) position.
 AJ1816
 AJ1816;                    North         East     Units Scale Factor Converg.
 AJ1816;SPC TX N     - 1,092,003.730   107,419.395   MT  0.99996403   -0 35 11.5
 AJ1816;SPC TX N     - 3,582,682.24    352,425.13   sFT  0.99996403   -0 35 11.5
 AJ1816;UTM  13      - 3,856,464.848   727,535.609   MT  1.00023814   +1 25 17.1
 AJ1816
 AJ1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1816!SPC TX N     -   0.99981726  x   0.99996403  =   0.99978129
 AJ1816!UTM  13      -   0.99981726  x   1.00023814  =   1.00005535
 AJ1816
 AJ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGU2753556464(NAD 83)
 AJ1816
 AJ1816                          SUPERSEDED SURVEY CONTROL
 AJ1816
 AJ1816  ELLIP H (06/27/12) 1164.385  (m)                       GP(2010.00) 0 0
 AJ1816  NAD 83(2011)-  34 49 30.19892(N)    102 30 43.42525(W) AD(2010.00) c
 AJ1816  NAD 83(2011)-  34 49 30.19902(N)    102 30 43.42523(W) AD(2010.00) c
 AJ1816  ELLIP H (08/??/11) 1164.398  (m)                       GP(2010.00) c c
 AJ1816  ELLIP H (02/10/07) 1164.397  (m)                       GP(2002.00)    
 AJ1816  NAD 83(2007)-  34 49 30.19875(N)    102 30 43.42552(W) AD(2002.00) c
 AJ1816  NAD 83(CORS)-  34 49 30.19875(N)    102 30 43.42552(W) AD(2002.00) c
 AJ1816  ELLIP H (03/??/02) 1164.397  (m)                       GP(2002.00) c c
 AJ1816  NAD 83(CORS)-  34 49 30.19875(N)    102 30 43.42552(W) AD(1997.00) c
 AJ1816  ELLIP H (03/??/01) 1164.397  (m)                       GP(1997.00) c c
 AJ1816
 AJ1816.Superseded values are not recommended for survey control.
 AJ1816
 AJ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1816.See file dsdata.pdf to determine how the superseded data were derived.
 AJ1816
 AJ1816_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ1816
 AJ1816                          STATION DESCRIPTION
 AJ1816
 AJ1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AJ1816'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AJ1816'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AJ1816'ACCESSIBLE AT THE WORLDWIDE WEB.
 AJ1816'https://geodesy.noaa.gov/CORS/data.shtml
 AJ1816'https://geodesy.noaa.gov/CORS




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