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 03:12:47 EST
DL2760 ***********************************************************************
DL2760 CORS - This is a GPS Continuously Operating Reference Station.
DL2760 DESIGNATION - HENDRICKS COUNTY CORS ARP
DL2760 CORS_ID - INHC
DL2760 PID - DL2760
DL2760 STATE/COUNTY- IN/HENDRICKS
DL2760 COUNTRY - US
DL2760 USGS QUAD - DANVILLE (2019)
DL2760
DL2760 *CURRENT SURVEY CONTROL
DL2760 ______________________________________________________________________
DL2760* NAD 83(2011) POSITION- 39 45 24.65163(N) 086 31 23.53557(W) ADJUSTED
DL2760* NAD 83(2011) ELLIP HT- 262.464 (meters) (06/??/19) ADJUSTED
DL2760* NAD 83(2011) EPOCH - 2010.00
DL2760 ______________________________________________________________________
DL2760 GEOID HEIGHT - -33.039 (meters) GEOID18
DL2760 NAD 83(2011) X - 297,776.801 (meters) COMP
DL2760 NAD 83(2011) Y - -4,901,181.714 (meters) COMP
DL2760 NAD 83(2011) Z - 4,057,435.180 (meters) COMP
DL2760
DL2760 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL2760 Standards:
DL2760 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL2760 Horiz Ellip SD_N SD_E SD_h (unitless)
DL2760 -------------------------------------------------------------------
DL2760 NETWORK 0.19 0.34 0.05 0.09 0.17 -0.06081100
DL2760 -------------------------------------------------------------------
DL2760
DL2760.The coordinates were established by GPS observations
DL2760.and adjusted by the National Geodetic Survey in June 2019.
DL2760
DL2760.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL2760.been affixed to the stable North American Tectonic Plate.
DL2760
DL2760.The coordinates are valid at the epoch date displayed above
DL2760.which is a decimal equivalence of Year/Month/Day.
DL2760
DL2760.Due to the release of the International GNSS Service (IGS) 2014
DL2760.realization of the International Terrestrial Reference Frame of 2014
DL2760.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL2760.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL2760.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL2760.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL2760.currently published epoch of 2010.00.
DL2760
DL2760.Additional information on MYCS2 is available at
DL2760.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL2760
DL2760.Significant digits in the geoid height do not necessarily reflect accuracy.
DL2760.GEOID18 height accuracy estimate available here.
DL2760
DL2760.The PID for the CORS L1 Phase Center is DR1514.
DL2760
DL2760.Click photographs - Photos may exist for this station.
DL2760
DL2760.The XYZ, and position/ellipsoidal ht. are equivalent.
DL2760
DL2760.The ellipsoidal height was determined by GPS observations
DL2760.and is referenced to NAD 83.
DL2760
DL2760. The following values were computed from the NAD 83(2011) position.
DL2760
DL2760; North East Units Scale Factor Converg.
DL2760;SPC IN W - 500,670.827 947,999.340 MT 0.99999502 +0 21 29.6
DL2760;SPC IN W - 1,642,617.54 3,110,227.83 sFT 0.99999502 +0 21 29.6
DL2760;UTM 16 - 4,400,878.941 540,843.212 MT 0.99962054 +0 18 17.7
DL2760
DL2760! - Elev Factor x Scale Factor = Combined Factor
DL2760!SPC IN W - 0.99995883 x 0.99999502 = 0.99995385
DL2760!UTM 16 - 0.99995883 x 0.99962054 = 0.99957938
DL2760
DL2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEK4084300878(NAD 83)
DL2760
DL2760 SUPERSEDED SURVEY CONTROL
DL2760
DL2760 ELLIP H (06/27/12) 262.465 (m) GP(2010.00) 0 0
DL2760 NAD 83(2011)- 39 45 24.65157(N) 086 31 23.53537(W) AD(2010.00) c
DL2760 NAD 83(2011)- 39 45 24.65162(N) 086 31 23.53550(W) AD(2010.00) c
DL2760 ELLIP H (08/??/11) 262.460 (m) GP(2010.00) c c
DL2760 NAD 83(CORS)- 39 45 24.65176(N) 086 31 23.53606(W) AD(2002.00) c
DL2760 ELLIP H (05/??/09) 262.458 (m) GP(2002.00) c c
DL2760
DL2760.Superseded values are not recommended for survey control.
DL2760
DL2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL2760.See file dsdata.pdf to determine how the superseded data were derived.
DL2760
DL2760_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL2760
DL2760 STATION DESCRIPTION
DL2760
DL2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL2760'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL2760'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL2760'ACCESSIBLE AT THE WORLDWIDE WEB.
DL2760'https://geodesy.noaa.gov/CORS/data.shtml
DL2760'https://geodesy.noaa.gov/CORS
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