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 09:38:59 EST
AH9960 ***********************************************************************
AH9960 HT_MOD - This is a Height Modernization Survey Station.
AH9960 CORS - This is a GPS Continuously Operating Reference Station.
AH9960 DESIGNATION - FAIRBURY CORS ARP
AH9960 CORS_ID - FBYN
AH9960 PID - AH9960
AH9960 STATE/COUNTY- NE/JEFFERSON
AH9960 COUNTRY - US
AH9960 USGS QUAD - REYNOLDS (2017)
AH9960
AH9960 *CURRENT SURVEY CONTROL
AH9960 ______________________________________________________________________
AH9960* NAD 83(2011) POSITION- 40 04 36.71390(N) 097 18 46.11981(W) ADJUSTED
AH9960* NAD 83(2011) ELLIP HT- 406.334 (meters) (06/??/19) ADJUSTED
AH9960* NAD 83(2011) EPOCH - 2010.00
AH9960* NAVD 88 ORTHO HEIGHT - 433.29 (meters) 1421.6 (feet) GPS OBS
AH9960 ______________________________________________________________________
AH9960 NAVD 88 orthometric height was determined with geoid model GEOID99
AH9960 GEOID HEIGHT - -26.913 (meters) GEOID99
AH9960 GEOID HEIGHT - -26.966 (meters) GEOID18
AH9960 NAD 83(2011) X - -622,115.801 (meters) COMP
AH9960 NAD 83(2011) Y - -4,847,772.996 (meters) COMP
AH9960 NAD 83(2011) Z - 4,084,781.477 (meters) COMP
AH9960
AH9960 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AH9960 Standards:
AH9960 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AH9960 Horiz Ellip SD_N SD_E SD_h (unitless)
AH9960 -------------------------------------------------------------------
AH9960 NETWORK 0.28 0.78 0.11 0.12 0.40 0.17989700
AH9960 -------------------------------------------------------------------
AH9960
AH9960.The coordinates were established by GPS observations
AH9960.and adjusted by the National Geodetic Survey in June 2019.
AH9960
AH9960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AH9960.been affixed to the stable North American Tectonic Plate.
AH9960
AH9960.The coordinates are valid at the epoch date displayed above
AH9960.which is a decimal equivalence of Year/Month/Day.
AH9960
AH9960.Due to the release of the International GNSS Service (IGS) 2014
AH9960.realization of the International Terrestrial Reference Frame of 2014
AH9960.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AH9960.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AH9960.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AH9960.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AH9960.currently published epoch of 2010.00.
AH9960
AH9960.Additional information on MYCS2 is available at
AH9960.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AH9960
AH9960.The orthometric height was determined by GPS observations and a
AH9960.high-resolution geoid model using precise GPS observation and
AH9960.processing techniques.
AH9960
AH9960.Significant digits in the geoid height do not necessarily reflect accuracy.
AH9960.GEOID18 height accuracy estimate available here.
AH9960
AH9960.The PID for the CORS L1 Phase Center is AH9961.
AH9960
AH9960.Click photographs - Photos may exist for this station.
AH9960
AH9960.The XYZ, and position/ellipsoidal ht. are equivalent.
AH9960
AH9960.The ellipsoidal height was determined by GPS observations
AH9960.and is referenced to NAD 83.
AH9960
AH9960. The following values were computed from the NAD 83(2011) position.
AH9960
AH9960; North East Units Scale Factor Converg.
AH9960;SPC NE - 30,602.437 729,167.267 MT 0.99996615 +1 46 50.9
AH9960;SPC NE - 100,401.50 2,392,276.28 sFT 0.99996615 +1 46 50.9
AH9960;UTM 14 - 4,437,652.429 643,859.931 MT 0.99985478 +1 05 11.1
AH9960
AH9960! - Elev Factor x Scale Factor = Combined Factor
AH9960!SPC NE - 0.99993626 x 0.99996615 = 0.99990241
AH9960!UTM 14 - 0.99993626 x 0.99985478 = 0.99979105
AH9960
AH9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK4385937652(NAD 83)
AH9960
AH9960 SUPERSEDED SURVEY CONTROL
AH9960
AH9960 ELLIP H (06/27/12) 406.320 (m) GP(2010.00) 0 0
AH9960 NAD 83(2011)- 40 04 36.71366(N) 097 18 46.12021(W) AD(2010.00) c
AH9960 NAD 83(2011)- 40 04 36.71389(N) 097 18 46.11975(W) AD(2010.00) c
AH9960 ELLIP H (08/??/11) 406.329 (m) GP(2010.00) c c
AH9960 ELLIP H (02/10/07) 406.345 (m) GP(2002.00)
AH9960 NAD 83(2007)- 40 04 36.71352(N) 097 18 46.12089(W) AD(2002.00) c
AH9960 NAD 83(CORS)- 40 04 36.71352(N) 097 18 46.12089(W) AD(2002.00) c
AH9960 ELLIP H (03/??/02) 406.345 (m) GP(2002.00) c c
AH9960 NAD 83(CORS)- 40 04 36.71350(N) 097 18 46.12108(W) AD(1997.00) c
AH9960 ELLIP H (06/??/99) 406.315 (m) GP(1997.00) c c
AH9960
AH9960.Superseded values are not recommended for survey control.
AH9960
AH9960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AH9960.See file dsdata.pdf to determine how the superseded data were derived.
AH9960
AH9960_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AH9960
AH9960 STATION DESCRIPTION
AH9960
AH9960'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
AH9960'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
AH9960'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
AH9960'ACCESSIBLE AT THE WORLDWIDE WEB.
AH9960'https://geodesy.noaa.gov/CORS/data.shtml
AH9960'https://geodesy.noaa.gov/CORS
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