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 17, 2025 13:23:05 EST
 DJ8973 ***********************************************************************
 DJ8973  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8973  DESIGNATION -  BERMUDA CORS ARP
 DJ8973  CORS_ID     -  NVBM
 DJ8973  PID         -  DJ8973
 DJ8973  STATE/COUNTY-  NV/CLARK
 DJ8973  COUNTRY     -  US
 DJ8973  USGS QUAD   -  SLOAN (2018)
 DJ8973
 DJ8973                         *CURRENT SURVEY CONTROL
 DJ8973  ______________________________________________________________________
 DJ8973* NAD 83(2011) POSITION- 35 58 11.32031(N) 115 09 27.00048(W)   ADJUSTED
 DJ8973* NAD 83(2011) ELLIP HT-   713.223 (meters)        (03/??/23)   ADJUSTED
 DJ8973* NAD 83(2011) EPOCH   -  2010.00
 DJ8973  ______________________________________________________________________
 DJ8973  GEOID HEIGHT    -        -28.067 (meters)                     GEOID18
 DJ8973  NAD 83(2011) X  - -2,197,189.529 (meters)                     COMP
 DJ8973  NAD 83(2011) Y  - -4,678,269.698 (meters)                     COMP
 DJ8973  NAD 83(2011) Z  -  3,725,900.102 (meters)                     COMP
 DJ8973
 DJ8973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8973  Standards:
 DJ8973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8973  -------------------------------------------------------------------
 DJ8973  NETWORK    0.21   0.42           0.06   0.10   0.21      0.47962600
 DJ8973  -------------------------------------------------------------------
 DJ8973
 DJ8973.The coordinates were established by GPS observations
 DJ8973.and adjusted by the National Geodetic Survey in March 2023.
 DJ8973
 DJ8973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8973.been affixed to the stable North American Tectonic Plate. 
 DJ8973
 DJ8973.The coordinates are valid at the epoch date displayed above
 DJ8973.which is a decimal equivalence of Year/Month/Day.
 DJ8973
 DJ8973.Due to the release of the International GNSS Service (IGS) 2014
 DJ8973.realization of the International Terrestrial Reference Frame of 2014
 DJ8973.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ8973.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ8973.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ8973.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ8973.currently published epoch of 2010.00.
 DJ8973
 DJ8973.Additional information on MYCS2 is available at
 DJ8973.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ8973
 DJ8973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8973.GEOID18 height accuracy estimate available here.
 DJ8973
 DJ8973.The PID for the CORS L1 Phase Center is DQ5224.
 DJ8973
 DJ8973.Click photographs - Photos may exist for this station.
 DJ8973
 DJ8973.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8973
 DJ8973.The ellipsoidal height was determined by GPS observations
 DJ8973.and is referenced to NAD 83.
 DJ8973
 DJ8973. The following values were computed from the NAD 83(2011) position.
 DJ8973
 DJ8973;                    North         East     Units Scale Factor Converg.
 DJ8973;SPC NV E     - 8,135,404.924   238,405.589   MT  0.99991817   +0 15 00.4
 DJ8973;SPC NV E     -26,690,907.65    782,169.00   sFT  0.99991817   +0 15 00.4
 DJ8973;UTM  11      - 3,982,169.360   666,132.356   MT  0.99994009   +1 04 56.8
 DJ8973
 DJ8973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8973!SPC NV E     -   0.99988807  x   0.99991817  =   0.99980625
 DJ8973!UTM  11      -   0.99988807  x   0.99994009  =   0.99982817
 DJ8973
 DJ8973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV6613282169(NAD 83)
 DJ8973
 DJ8973                          SUPERSEDED SURVEY CONTROL
 DJ8973
 DJ8973  NAD 83(2011)-  35 58 11.31986(N)    115 09 27.00086(W) AD(2010.00) c
 DJ8973  ELLIP H (06/??/19)  713.237  (m)                       GP(2010.00) c c
 DJ8973  NAD 83(2011)-  35 58 11.31993(N)    115 09 27.00102(W) AD(2010.00) c
 DJ8973  ELLIP H (08/??/11)  713.240  (m)                       GP(2010.00) c c
 DJ8973  NAD 83(CORS)-  35 58 11.31971(N)    115 09 26.99988(W) AD(2002.00) c
 DJ8973  ELLIP H (01/??/08)  713.252  (m)                       GP(2002.00) c c
 DJ8973
 DJ8973.Superseded values are not recommended for survey control.
 DJ8973
 DJ8973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8973.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8973
 DJ8973_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8973
 DJ8973                          STATION DESCRIPTION
 DJ8973
 DJ8973'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DJ8973'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ8973'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ8973'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ8973'https://geodesy.noaa.gov/CORS/data.shtml
 DJ8973'https://geodesy.noaa.gov/CORS




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