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 12:52:16 EST
 DL6165 ***********************************************************************
 DL6165  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6165  DESIGNATION -  CITYBLOOMINGTONIL CORS ARP
 DL6165  CORS_ID     -  BLOM
 DL6165  PID         -  DL6165
 DL6165  STATE/COUNTY-  IL/MCLEAN
 DL6165  COUNTRY     -  US
 DL6165  USGS QUAD   -  BLOOMINGTON WEST (2018)
 DL6165
 DL6165                         *CURRENT SURVEY CONTROL
 DL6165  ______________________________________________________________________
 DL6165* NAD 83(2011) POSITION- 40 29 44.28227(N) 088 59 59.46188(W)   ADJUSTED
 DL6165* NAD 83(2011) ELLIP HT-   205.970 (meters)        (06/??/19)   ADJUSTED
 DL6165* NAD 83(2011) EPOCH   -  2010.00
 DL6165  ______________________________________________________________________
 DL6165  GEOID HEIGHT    -        -32.089 (meters)                     GEOID18
 DL6165  NAD 83(2011) X  -     84,784.359 (meters)                     COMP
 DL6165  NAD 83(2011) Y  - -4,856,566.560 (meters)                     COMP
 DL6165  NAD 83(2011) Z  -  4,120,124.970 (meters)                     COMP
 DL6165
 DL6165  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6165  Standards:
 DL6165         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6165            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6165  -------------------------------------------------------------------
 DL6165  NETWORK    0.17   0.38           0.05   0.08   0.20     -0.06889200
 DL6165  -------------------------------------------------------------------
 DL6165
 DL6165.The coordinates were established by GPS observations
 DL6165.and adjusted by the National Geodetic Survey in June 2019.
 DL6165
 DL6165.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6165.been affixed to the stable North American Tectonic Plate. 
 DL6165
 DL6165.The coordinates are valid at the epoch date displayed above
 DL6165.which is a decimal equivalence of Year/Month/Day.
 DL6165
 DL6165.Due to the release of the International GNSS Service (IGS) 2014
 DL6165.realization of the International Terrestrial Reference Frame of 2014
 DL6165.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL6165.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL6165.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL6165.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL6165.currently published epoch of 2010.00.
 DL6165
 DL6165.Additional information on MYCS2 is available at
 DL6165.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL6165
 DL6165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6165.GEOID18 height accuracy estimate available here.
 DL6165
 DL6165.The PID for the CORS L1 Phase Center is DQ5236.
 DL6165
 DL6165.Click photographs - Photos may exist for this station.
 DL6165
 DL6165.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6165
 DL6165.The ellipsoidal height was determined by GPS observations
 DL6165.and is referenced to NAD 83.
 DL6165
 DL6165. The following values were computed from the NAD 83(2011) position.
 DL6165
 DL6165;                    North         East     Units Scale Factor Converg.
 DL6165;SPC IL E     -   425,247.255   243,498.376   MT  1.00001428   -0 25 58.2
 DL6165;SPC IL E     - 1,395,165.37    798,877.59   sFT  1.00001428   -0 25 58.2
 DL6165;UTM  16      - 4,484,691.172   330,528.508   MT  0.99995354   -1 17 56.4
 DL6165
 DL6165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6165!SPC IL E     -   0.99996769  x   1.00001428  =   0.99998197
 DL6165!UTM  16      -   0.99996769  x   0.99995354  =   0.99992123
 DL6165
 DL6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3052884691(NAD 83)
 DL6165
 DL6165                          SUPERSEDED SURVEY CONTROL
 DL6165
 DL6165  ELLIP H (06/27/12)  205.965  (m)                       GP(2010.00) 0 0
 DL6165  NAD 83(2011)-  40 29 44.28234(N)    088 59 59.46178(W) AD(2010.00) c
 DL6165  NAD 83(2011)-  40 29 44.28229(N)    088 59 59.46181(W) AD(2010.00) c
 DL6165  ELLIP H (08/??/11)  205.970  (m)                       GP(2010.00) c c
 DL6165  NAD 83(CORS)-  40 29 44.28229(N)    088 59 59.46265(W) AD(2002.00) c
 DL6165  ELLIP H (01/??/10)  205.957  (m)                       GP(2002.00) c c
 DL6165
 DL6165.Superseded values are not recommended for survey control.
 DL6165
 DL6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6165.See file dsdata.pdf to determine how the superseded data were derived.
 DL6165
 DL6165_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL6165
 DL6165                          STATION DESCRIPTION
 DL6165
 DL6165'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL6165'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL6165'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL6165'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL6165'https://geodesy.noaa.gov/CORS/data.shtml
 DL6165'https://geodesy.noaa.gov/CORS




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