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 08:32:34 EST
DL6892 ***********************************************************************
DL6892 HT_MOD - This is a Height Modernization Survey Station.
DL6892 CORS - This is a GPS Continuously Operating Reference Station.
DL6892 DESIGNATION - MODOT KENNETT CORS ARP
DL6892 CORS_ID - MOKE
DL6892 PID - DL6892
DL6892 STATE/COUNTY- MO/DUNKLIN
DL6892 COUNTRY - US
DL6892 USGS QUAD - KENNETT SOUTH (2017)
DL6892
DL6892 *CURRENT SURVEY CONTROL
DL6892 ______________________________________________________________________
DL6892* NAD 83(2011) POSITION- 36 13 17.10465(N) 090 04 24.46779(W) ADJUSTED
DL6892* NAD 83(2011) ELLIP HT- 54.036 (meters) (06/??/19) ADJUSTED
DL6892* NAD 83(2011) EPOCH - 2010.00
DL6892* NAVD 88 ORTHO HEIGHT - 82.52 (meters) 270.7 (feet) GPS OBS
DL6892 ______________________________________________________________________
DL6892 GEOID HEIGHT - -28.475 (meters) GEOID18
DL6892 NAD 83(2011) X - -6,605.209 (meters) COMP
DL6892 NAD 83(2011) Y - -5,151,558.604 (meters) COMP
DL6892 NAD 83(2011) Z - 3,748,072.205 (meters) COMP
DL6892
DL6892 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL6892 Standards:
DL6892 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL6892 Horiz Ellip SD_N SD_E SD_h (unitless)
DL6892 -------------------------------------------------------------------
DL6892 NETWORK 0.12 0.32 0.04 0.06 0.16 -0.03419500
DL6892 -------------------------------------------------------------------
DL6892
DL6892.The coordinates were established by GPS observations
DL6892.and adjusted by the National Geodetic Survey in June 2019.
DL6892
DL6892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL6892.been affixed to the stable North American Tectonic Plate.
DL6892
DL6892.The coordinates are valid at the epoch date displayed above
DL6892.which is a decimal equivalence of Year/Month/Day.
DL6892
DL6892.Due to the release of the International GNSS Service (IGS) 2014
DL6892.realization of the International Terrestrial Reference Frame of 2014
DL6892.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL6892.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL6892.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL6892.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL6892.currently published epoch of 2010.00.
DL6892
DL6892.Additional information on MYCS2 is available at
DL6892.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL6892
DL6892.The orthometric height was determined by GPS observations and a
DL6892.high-resolution geoid model using precise GPS observation and
DL6892.processing techniques.
DL6892
DL6892.Significant digits in the geoid height do not necessarily reflect accuracy.
DL6892.GEOID18 height accuracy estimate available here.
DL6892
DL6892.The PID for the CORS L1 Phase Center is DL6893.
DL6892
DL6892.Click photographs - Photos may exist for this station.
DL6892
DL6892.The XYZ, and position/ellipsoidal ht. are equivalent.
DL6892
DL6892.The ellipsoidal height was determined by GPS observations
DL6892.and is referenced to NAD 83.
DL6892
DL6892. The following values were computed from the NAD 83(2011) position.
DL6892
DL6892; North East Units Scale Factor Converg.
DL6892;SPC MO E - 43,143.156 288,347.883 MT 0.99995145 +0 15 07.4
DL6892;UTM 15 - 4,012,479.223 763,057.310 MT 1.00045271 +1 43 49.1
DL6892;UTM 16 - 4,012,888.332 223,732.160 MT 1.00054052 -1 49 02.2
DL6892
DL6892! - Elev Factor x Scale Factor = Combined Factor
DL6892!SPC MO E - 0.99999152 x 0.99995145 = 0.99994297
DL6892!UTM 15 - 0.99999152 x 1.00045271 = 1.00044423
DL6892!UTM 16 - 0.99999152 x 1.00054052 = 1.00053203
DL6892
DL6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYA6305712479(NAD 83)
DL6892
DL6892 SUPERSEDED SURVEY CONTROL
DL6892
DL6892 NAD 83(2011)- 36 13 17.10458(N) 090 04 24.46779(W) AD(2010.00) c
DL6892 ELLIP H (08/??/11) 54.031 (m) GP(2010.00) c c
DL6892 NAD 83(CORS)- 36 13 17.10477(N) 090 04 24.46878(W) AD(2002.00) c
DL6892 ELLIP H (04/??/10) 54.028 (m) GP(2002.00) c c
DL6892
DL6892.Superseded values are not recommended for survey control.
DL6892
DL6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL6892.See file dsdata.pdf to determine how the superseded data were derived.
DL6892
DL6892_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL6892
DL6892 STATION DESCRIPTION
DL6892
DL6892'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL6892'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL6892'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL6892'ACCESSIBLE AT THE WORLDWIDE WEB.
DL6892'https://geodesy.noaa.gov/CORS/data.shtml
DL6892'https://geodesy.noaa.gov/CORS
*** retrieval complete.
Elapsed Time = 00:00:04