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 20, 2025 02:17:03 EST
 DE6386 ***********************************************************************
 DE6386  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6386  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6386  DESIGNATION -  ALBUQUERQUE 1 CORS ARP
 DE6386  CORS_ID     -  ZAB1
 DE6386  PID         -  DE6386
 DE6386  STATE/COUNTY-  NM/BERNALILLO
 DE6386  COUNTRY     -  US
 DE6386  USGS QUAD   -  ALAMEDA (2017)
 DE6386
 DE6386                         *CURRENT SURVEY CONTROL
 DE6386  ______________________________________________________________________
 DE6386* NAD 83(2011) POSITION- 35 10 24.85465(N) 106 34 02.41349(W)   ADJUSTED
 DE6386* NAD 83(2011) ELLIP HT-  1620.639 (meters)        (06/??/19)   ADJUSTED
 DE6386* NAD 83(2011) EPOCH   -  2010.00
 DE6386* NAVD 88 ORTHO HEIGHT -  1641.48  (meters)     5385.4   (feet) GPS OBS
 DE6386  ______________________________________________________________________
 DE6386  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DE6386  GEOID HEIGHT    -        -20.829 (meters)                     GEOID03
 DE6386  GEOID HEIGHT    -        -20.852 (meters)                     GEOID18
 DE6386  NAD 83(2011) X  - -1,488,635.939 (meters)                     COMP
 DE6386  NAD 83(2011) Y  - -5,003,947.557 (meters)                     COMP
 DE6386  NAD 83(2011) Z  -  3,654,557.581 (meters)                     COMP
 DE6386
 DE6386  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6386  Standards:
 DE6386         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6386            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6386  -------------------------------------------------------------------
 DE6386  NETWORK    0.21   0.47           0.07   0.10   0.24      0.20843700
 DE6386  -------------------------------------------------------------------
 DE6386
 DE6386.The coordinates were established by GPS observations
 DE6386.and adjusted by the National Geodetic Survey in June 2019.
 DE6386
 DE6386.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6386.been affixed to the stable North American Tectonic Plate. 
 DE6386
 DE6386.The coordinates are valid at the epoch date displayed above
 DE6386.which is a decimal equivalence of Year/Month/Day.
 DE6386
 DE6386.Due to the release of the International GNSS Service (IGS) 2014
 DE6386.realization of the International Terrestrial Reference Frame of 2014
 DE6386.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE6386.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE6386.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE6386.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE6386.currently published epoch of 2010.00.
 DE6386
 DE6386.Additional information on MYCS2 is available at
 DE6386.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE6386
 DE6386.The orthometric height was determined by GPS observations and a
 DE6386.high-resolution geoid model using precise GPS observation and
 DE6386.processing techniques.
 DE6386
 DE6386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6386.GEOID18 height accuracy estimate available here.
 DE6386
 DE6386.The PID for the CORS L1 Phase Center is DI4054.
 DE6386
 DE6386.Click photographs - Photos may exist for this station.
 DE6386
 DE6386.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6386
 DE6386.The ellipsoidal height was determined by GPS observations
 DE6386.and is referenced to NAD 83.
 DE6386
 DE6386. The following values were computed from the NAD 83(2011) position.
 DE6386
 DE6386;                    North         East     Units Scale Factor Converg.
 DE6386;SPC NM C     -   462,874.715   471,095.025   MT  0.99991029   -0 10 58.1
 DE6386;SPC NM C     - 1,518,614.79  1,545,584.26   sFT  0.99991029   -0 10 58.1
 DE6386;UTM  13      - 3,893,416.382   357,274.529   MT  0.99985105   -0 54 10.9
 DE6386
 DE6386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6386!SPC NM C     -   0.99974568  x   0.99991029  =   0.99965600
 DE6386!UTM  13      -   0.99974568  x   0.99985105  =   0.99959677
 DE6386
 DE6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5727493416(NAD 83)
 DE6386
 DE6386                          SUPERSEDED SURVEY CONTROL
 DE6386
 DE6386  ELLIP H (06/27/12) 1620.607  (m)                       GP(2010.00) 0 0
 DE6386  NAD 83(2011)-  35 10 24.85504(N)    106 34 02.41364(W) AD(2010.00) c
 DE6386  NAD 83(2011)-  35 10 24.85464(N)    106 34 02.41357(W) AD(2010.00) c
 DE6386  ELLIP H (08/??/11) 1620.623  (m)                       GP(2010.00) c c
 DE6386  NAD 83(CORS)-  35 10 24.85465(N)    106 34 02.41375(W) AD(2002.00) c
 DE6386  ELLIP H (09/??/08) 1620.610  (m)                       GP(2002.00) c c
 DE6386  ELLIP H (02/10/07) 1620.642  (m)                       GP(2002.00)    
 DE6386  NAD 83(2007)-  35 10 24.85458(N)    106 34 02.41401(W) AD(2002.00) c
 DE6386  NAD 83(CORS)-  35 10 24.85458(N)    106 34 02.41401(W) AD(2002.00) c
 DE6386  ELLIP H (08/??/02) 1620.642  (m)                       GP(2002.00) c c
 DE6386
 DE6386.Superseded values are not recommended for survey control.
 DE6386
 DE6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6386.See file dsdata.pdf to determine how the superseded data were derived.
 DE6386
 DE6386_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6386
 DE6386                          STATION DESCRIPTION
 DE6386
 DE6386'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DE6386'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE6386'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE6386'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE6386'https://geodesy.noaa.gov/CORS/data.shtml
 DE6386'https://geodesy.noaa.gov/CORS




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