DJ1060 ***********************************************************************
DJ1060  DESIGNATION -  ABERDEEN RM 2
DJ1060  PID         -  DJ1060
DJ1060  STATE/COUNTY-  MS/MONROE
DJ1060  USGS QUAD   -  ABERDEEN (1992)
DJ1060
DJ1060                         *CURRENT SURVEY CONTROL
DJ1060  ___________________________________________________________________
DJ1060* NAD 83(1986)-  33 49 42.     (N)    088 32 36.     (W)     SCALED
DJ1060* NAVD 88     -        69.981  (meters)     229.60   (feet)  ADJUSTED
DJ1060  ___________________________________________________________________
DJ1060  GEOID HEIGHT-         -27.63  (meters)                     GEOID99
DJ1060  DYNAMIC HT  -          69.910 (meters)     229.36  (feet)  COMP
DJ1060  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
DJ1060
DJ1060  VERT ORDER  -  SECOND    CLASS 0
DJ1060
DJ1060.The horizontal coordinates were scaled from a topographic map and have
DJ1060.an estimated accuracy of +/- 6 seconds.
DJ1060
DJ1060.The orthometric height was determined by differential leveling
DJ1060.and adjusted by the National Geodetic Survey in June 1991.
DJ1060.WARNING-Repeat measurements at this control monument indicate possible
DJ1060.vertical movement.
DJ1060
DJ1060.The geoid height was determined by GEOID99.
DJ1060
DJ1060.The dynamic height is computed by dividing the NAVD 88
DJ1060.geopotential number by the normal gravity value computed on the
DJ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
DJ1060.degrees latitude (g = 980.6199 gals.).
DJ1060
DJ1060.The modeled gravity was interpolated from observed gravity values.
DJ1060
DJ1060;                    North         East    Units  Estimated Accuracy
DJ1060;SPC MS E     -   479,950.      326,840.      MT  (+/- 180 meters Scaled)
DJ1060
DJ1060                          SUPERSEDED SURVEY CONTROL
DJ1060
DJ1060  NGVD 29     -        69.948  (m)          229.49   (f) ADJ UNCH    2 0
DJ1060
DJ1060.Superseded values are not recommended for survey control.
DJ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DJ1060.See file dsdata.txt to determine how the superseded data were derived.
DJ1060
DJ1060_MARKER: DR = REFERENCE MARK DISK
DJ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
DJ1060_STAMPING: ABERDEEN NO. 2 1935
DJ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
DJ1060+STABILITY: SURFACE MOTION
DJ1060
DJ1060  HISTORY     - Date     Condition        Recov. By
DJ1060  HISTORY     - 1935     MONUMENTED       CGS
DJ1060  HISTORY     - 1964     GOOD             MSHD
DJ1060
DJ1060                          STATION DESCRIPTION
DJ1060
DJ1060''DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1964
DJ1060''IN ABERDEEN.
DJ1060''TO REACH THE MARK FROM THE POST OFFICE IN ABERDEEN GO NORTH ON HICKORY
DJ1060''STREET 0.25 MILE TO MARSHALL STREET, TURN RIGHT, EAST, ON MARSHALL
DJ1060''STREET AND GO 0.10 MILE TO A CITY PARK AND THE MARK ON THE LEFT. THE
DJ1060''MARK IS A DISK SET IN THE TOP OF A 11 INCH ROUND, CONCRETE POST. IT IS
DJ1060''123.65 FEET EAST OF TRIANGULATION STATION ABERDEEN 1935, 85.8 FEET
DJ1060''EAST OF THE NORTHEAST CORNER OF A WATER TANK, 78.3 FEET NORTH OF A
DJ1060''LAMP POST, 27.0 FEET SOUTH OF THE EAST CORNER OF A BUILDING, 18 FEET
DJ1060''ABOVE THE LEVEL OF THE STREET AND PROJECTS 6 INCHES.