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 09:37:12 EST
AI9602 ***********************************************************************
AI9602 HT_MOD - This is a Height Modernization Survey Station.
AI9602 CORS - This is a GPS Continuously Operating Reference Station.
AI9602 DESIGNATION - NEW BERN 1 CORS ARP
AI9602 CORS_ID - NBR1
AI9602 PID - AI9602
AI9602 STATE/COUNTY- NC/CRAVEN
AI9602 COUNTRY - US
AI9602 USGS QUAD - ASKIN (2019)
AI9602
AI9602 *CURRENT SURVEY CONTROL
AI9602 ______________________________________________________________________
AI9602* NAD 83(2011) POSITION- 35 10 30.52463(N) 077 03 00.08873(W) ADJUSTED
AI9602* NAD 83(2011) ELLIP HT- -23.441 (meters) (06/??/19) ADJUSTED
AI9602* NAD 83(2011) EPOCH - 2010.00
AI9602* NAVD 88 ORTHO HEIGHT - 13.66 (meters) 44.8 (feet) GPS OBS
AI9602 ______________________________________________________________________
AI9602 NAVD 88 orthometric height was determined with geoid model GEOID99
AI9602 GEOID HEIGHT - -37.092 (meters) GEOID99
AI9602 GEOID HEIGHT - -37.110 (meters) GEOID18
AI9602 NAD 83(2011) X - 1,169,632.587 (meters) COMP
AI9602 NAD 83(2011) Y - -5,086,492.580 (meters) COMP
AI9602 NAD 83(2011) Z - 3,653,753.330 (meters) COMP
AI9602
AI9602 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AI9602 Standards:
AI9602 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AI9602 Horiz Ellip SD_N SD_E SD_h (unitless)
AI9602 -------------------------------------------------------------------
AI9602 NETWORK 0.18 0.50 0.07 0.08 0.26 -0.03255300
AI9602 -------------------------------------------------------------------
AI9602
AI9602.The coordinates were established by GPS observations
AI9602.and adjusted by the National Geodetic Survey in June 2019.
AI9602
AI9602.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AI9602.been affixed to the stable North American Tectonic Plate.
AI9602
AI9602.The coordinates are valid at the epoch date displayed above
AI9602.which is a decimal equivalence of Year/Month/Day.
AI9602
AI9602.Due to the release of the International GNSS Service (IGS) 2014
AI9602.realization of the International Terrestrial Reference Frame of 2014
AI9602.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AI9602.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AI9602.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AI9602.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AI9602.currently published epoch of 2010.00.
AI9602
AI9602.Additional information on MYCS2 is available at
AI9602.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AI9602
AI9602.The orthometric height was determined by GPS observations and a
AI9602.high-resolution geoid model using precise GPS observation and
AI9602.processing techniques.
AI9602
AI9602.Significant digits in the geoid height do not necessarily reflect accuracy.
AI9602.GEOID18 height accuracy estimate available here.
AI9602
AI9602.The PID for the CORS L1 Phase Center is AI9603.
AI9602
AI9602.Click photographs - Photos may exist for this station.
AI9602
AI9602.The XYZ, and position/ellipsoidal ht. are equivalent.
AI9602
AI9602.The ellipsoidal height was determined by GPS observations
AI9602.and is referenced to NAD 83.
AI9602
AI9602. The following values were computed from the NAD 83(2011) position.
AI9602
AI9602; North East Units Scale Factor Converg.
AI9602;SPC NC - 159,835.619 787,196.869 MT 0.99987348 +1 07 31.7
AI9602;SPC NC - 524,394.03 2,582,661.73 sFT 0.99987348 +1 07 31.7
AI9602;UTM 18 - 3,894,390.760 313,317.832 MT 1.00002951 -1 10 52.7
AI9602
AI9602! - Elev Factor x Scale Factor = Combined Factor
AI9602!SPC NC - 1.00000368 x 0.99987348 = 0.99987716
AI9602!UTM 18 - 1.00000368 x 1.00002951 = 1.00003319
AI9602
AI9602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUD1331794390(NAD 83)
AI9602
AI9602 SUPERSEDED SURVEY CONTROL
AI9602
AI9602 ELLIP H (06/27/12) -23.457 (m) GP(2010.00) 0 0
AI9602 NAD 83(2011)- 35 10 30.52646(N) 077 03 00.08657(W) AD(2010.00) c
AI9602 NAD 83(2011)- 35 10 30.52453(N) 077 03 00.08874(W) AD(2010.00) c
AI9602 ELLIP H (08/??/11) -23.436 (m) GP(2010.00) c c
AI9602 ELLIP H (02/10/07) -23.429 (m) GP(2002.00)
AI9602 NAD 83(2007)- 35 10 30.52468(N) 077 03 00.08919(W) AD(2002.00) c
AI9602 NAD 83(CORS)- 35 10 30.52468(N) 077 03 00.08919(W) AD(2002.00) c
AI9602 ELLIP H (09/??/03) -23.429 (m) GP(2002.00) c c
AI9602 NAD 83(CORS)- 35 10 30.52731(N) 077 03 00.08639(W) AD(2002.00) c
AI9602 ELLIP H (03/??/02) -23.428 (m) GP(2002.00) c c
AI9602 NAD 83(CORS)- 35 10 30.52730(N) 077 03 00.08639(W) AD(1997.00) c
AI9602 ELLIP H (01/??/01) -23.428 (m) GP(1997.00) c c
AI9602
AI9602.Superseded values are not recommended for survey control.
AI9602
AI9602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AI9602.See file dsdata.pdf to determine how the superseded data were derived.
AI9602
AI9602_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AI9602
AI9602 STATION DESCRIPTION
AI9602
AI9602'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
AI9602'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
AI9602'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
AI9602'ACCESSIBLE AT THE WORLDWIDE WEB.
AI9602'https://geodesy.noaa.gov/CORS/data.shtml
AI9602'https://geodesy.noaa.gov/CORS
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