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 03:01:06 EST
 DL6906 ***********************************************************************
 DL6906  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6906  DESIGNATION -  MODOT ST ROBERT CORS ARP
 DL6906  CORS_ID     -  MOSR
 DL6906  PID         -  DL6906
 DL6906  STATE/COUNTY-  MO/PULASKI
 DL6906  COUNTRY     -  US
 DL6906  USGS QUAD   -  WAYNESVILLE (2017)
 DL6906
 DL6906                         *CURRENT SURVEY CONTROL
 DL6906  ______________________________________________________________________
 DL6906* NAD 83(2011) POSITION- 37 49 14.66192(N) 092 09 15.38868(W)   ADJUSTED
 DL6906* NAD 83(2011) ELLIP HT-   311.338 (meters)        (06/??/19)   ADJUSTED
 DL6906* NAD 83(2011) EPOCH   -  2010.00
 DL6906  ______________________________________________________________________
 DL6906  GEOID HEIGHT    -        -30.812 (meters)                     GEOID18
 DL6906  NAD 83(2011) X  -   -189,639.460 (meters)                     COMP
 DL6906  NAD 83(2011) Y  - -5,041,334.955 (meters)                     COMP
 DL6906  NAD 83(2011) Z  -  3,889,936.700 (meters)                     COMP
 DL6906
 DL6906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6906  Standards:
 DL6906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6906  -------------------------------------------------------------------
 DL6906  NETWORK    0.15   0.42           0.05   0.07   0.21      0.00239300
 DL6906  -------------------------------------------------------------------
 DL6906
 DL6906.The coordinates were established by GPS observations
 DL6906.and adjusted by the National Geodetic Survey in June 2019.
 DL6906
 DL6906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6906.been affixed to the stable North American Tectonic Plate. 
 DL6906
 DL6906.The coordinates are valid at the epoch date displayed above
 DL6906.which is a decimal equivalence of Year/Month/Day.
 DL6906
 DL6906.Due to the release of the International GNSS Service (IGS) 2014
 DL6906.realization of the International Terrestrial Reference Frame of 2014
 DL6906.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL6906.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL6906.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL6906.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL6906.currently published epoch of 2010.00.
 DL6906
 DL6906.Additional information on MYCS2 is available at
 DL6906.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL6906
 DL6906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6906.GEOID18 height accuracy estimate available here.
 DL6906
 DL6906.The PID for the CORS L1 Phase Center is DL6907.
 DL6906
 DL6906.Click photographs - Photos may exist for this station.
 DL6906
 DL6906.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6906
 DL6906.The ellipsoidal height was determined by GPS observations
 DL6906.and is referenced to NAD 83.
 DL6906
 DL6906. The following values were computed from the NAD 83(2011) position.
 DL6906
 DL6906;                    North         East     Units Scale Factor Converg.
 DL6906;SPC MO C     -   220,592.877   530,437.695   MT  0.99994474   +0 12 43.2
 DL6906;UTM  15      - 4,186,262.858   574,433.486   MT  0.99966824   +0 31 07.0
 DL6906
 DL6906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6906!SPC MO C     -   0.99995115  x   0.99994474  =   0.99989589
 DL6906!UTM  15      -   0.99995115  x   0.99966824  =   0.99961940
 DL6906
 DL6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB7443386262(NAD 83)
 DL6906
 DL6906                          SUPERSEDED SURVEY CONTROL
 DL6906
 DL6906  NAD 83(2011)-  37 49 14.66179(N)    092 09 15.38862(W) AD(2010.00) c
 DL6906  ELLIP H (08/??/11)  311.333  (m)                       GP(2010.00) c c
 DL6906  NAD 83(CORS)-  37 49 14.66183(N)    092 09 15.38953(W) AD(2002.00) c
 DL6906  ELLIP H (04/??/10)  311.319  (m)                       GP(2002.00) c c
 DL6906
 DL6906.Superseded values are not recommended for survey control.
 DL6906
 DL6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6906.See file dsdata.pdf to determine how the superseded data were derived.
 DL6906
 DL6906_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL6906
 DL6906                          STATION DESCRIPTION
 DL6906
 DL6906'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL6906'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL6906'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL6906'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL6906'https://geodesy.noaa.gov/CORS/data.shtml
 DL6906'https://geodesy.noaa.gov/CORS




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