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 02:23:34 EST
 AI5432 ***********************************************************************
 AI5432  HT_MOD      -  This is a Height Modernization Survey Station.
 AI5432  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI5432  DESIGNATION -  INDIANA UNIVERSIT CORS ARP
 AI5432  CORS_ID     -  IUCO
 AI5432  PID         -  AI5432
 AI5432  STATE/COUNTY-  IN/MONROE
 AI5432  COUNTRY     -  US
 AI5432  USGS QUAD   -  BLOOMINGTON (2019)
 AI5432
 AI5432                         *CURRENT SURVEY CONTROL
 AI5432  ______________________________________________________________________
 AI5432* NAD 83(2011) POSITION- 39 10 26.60571(N) 086 30 23.18227(W)   ADJUSTED
 AI5432* NAD 83(2011) ELLIP HT-   230.656 (meters)        (06/??/19)   ADJUSTED
 AI5432* NAD 83(2011) EPOCH   -  2010.00
 AI5432* NAVD 88 ORTHO HEIGHT -   263.71  (meters)      865.2   (feet) GPS OBS
 AI5432  ______________________________________________________________________
 AI5432  NAVD 88 orthometric height was determined with an earlier geoid model
 AI5432  GEOID HEIGHT    -        -33.094 (meters)                     GEOID18
 AI5432  NAD 83(2011) X  -    301,715.578 (meters)                     COMP
 AI5432  NAD 83(2011) Y  - -4,942,121.522 (meters)                     COMP
 AI5432  NAD 83(2011) Z  -  4,007,461.274 (meters)                     COMP
 AI5432
 AI5432  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI5432  Standards:
 AI5432         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI5432            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI5432  -------------------------------------------------------------------
 AI5432  NETWORK    0.15   0.33           0.05   0.07   0.17     -0.01261600
 AI5432  -------------------------------------------------------------------
 AI5432
 AI5432.The coordinates were established by GPS observations
 AI5432.and adjusted by the National Geodetic Survey in June 2019.
 AI5432
 AI5432.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI5432.been affixed to the stable North American Tectonic Plate. 
 AI5432
 AI5432.The coordinates are valid at the epoch date displayed above
 AI5432.which is a decimal equivalence of Year/Month/Day.
 AI5432
 AI5432.Due to the release of the International GNSS Service (IGS) 2014
 AI5432.realization of the International Terrestrial Reference Frame of 2014
 AI5432.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AI5432.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AI5432.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AI5432.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AI5432.currently published epoch of 2010.00.
 AI5432
 AI5432.Additional information on MYCS2 is available at
 AI5432.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AI5432
 AI5432.The orthometric height was determined by GPS observations and a
 AI5432.high-resolution geoid model using precise GPS observation and
 AI5432.processing techniques.
 AI5432
 AI5432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI5432.GEOID18 height accuracy estimate available here.
 AI5432
 AI5432.The PID for the CORS L1 Phase Center is DO1569.
 AI5432
 AI5432.Click photographs - Photos may exist for this station.
 AI5432
 AI5432.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI5432
 AI5432.The ellipsoidal height was determined by GPS observations
 AI5432.and is referenced to NAD 83.
 AI5432
 AI5432. The following values were computed from the NAD 83(2011) position.
 AI5432
 AI5432;                    North         East     Units Scale Factor Converg.
 AI5432;SPC IN W     -   435,977.505   949,850.076   MT  0.99999725   +0 21 51.9
 AI5432;SPC IN W     - 1,430,369.53  3,116,299.79   sFT  0.99999725   +0 21 51.9
 AI5432;UTM  16      - 4,336,208.176   542,633.467   MT  0.99962238   +0 18 42.4
 AI5432
 AI5432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5432!SPC IN W     -   0.99996381  x   0.99999725  =   0.99996106
 AI5432!UTM  16      -   0.99996381  x   0.99962238  =   0.99958621
 AI5432
 AI5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEJ4263336208(NAD 83)
 AI5432
 AI5432                          SUPERSEDED SURVEY CONTROL
 AI5432
 AI5432  ELLIP H (06/27/12)  230.655  (m)                       GP(2010.00) 0 0
 AI5432  NAD 83(2011)-  39 10 26.60576(N)    086 30 23.18204(W) AD(2010.00) c
 AI5432  NAD 83(2011)-  39 10 26.60587(N)    086 30 23.18240(W) AD(2010.00) c
 AI5432  ELLIP H (08/??/11)  230.652  (m)                       GP(2010.00) c c
 AI5432  ELLIP H (02/10/07)  230.684  (m)                       GP(2002.00)    
 AI5432  NAD 83(2007)-  39 10 26.60567(N)    086 30 23.18321(W) AD(2002.00) c
 AI5432  NAD 83(CORS)-  39 10 26.60567(N)    086 30 23.18321(W) AD(2002.00) c
 AI5432  ELLIP H (03/??/02)  230.684  (m)                       GP(2002.00) c c
 AI5432  NAD 83(CORS)-  39 10 26.60519(N)    086 30 23.18361(W) AD(1997.00) c
 AI5432  ELLIP H (05/??/00)  230.678  (m)                       GP(1997.00) c c
 AI5432  NAVD 88 (11/08/18)  263.76   (m)  GEOID12B model used  GPS OBS        
 AI5432
 AI5432.Superseded values are not recommended for survey control.
 AI5432
 AI5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5432.See file dsdata.pdf to determine how the superseded data were derived.
 AI5432
 AI5432_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI5432
 AI5432                          STATION DESCRIPTION
 AI5432
 AI5432'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AI5432'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AI5432'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AI5432'ACCESSIBLE AT THE WORLDWIDE WEB.
 AI5432'https://geodesy.noaa.gov/CORS/data.shtml
 AI5432'https://geodesy.noaa.gov/CORS




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