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Details for Benchmark: JW1714

N 39° 41.633 W 079° 11.067 (NAD 83)

Altitude: 2364.42

Coordinates may not be exact. Altitude is ADJUSTED and location is SCALED. (more info)

Location:
In GARRETT county, MD View Original Datasheet
Designation:
SHA 220
Marker Type:
survey disk
Setting:
in rock outcrop
Stability:
Most reliable and expected to hold position/elevation well.

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Found it with Dukemartin.

Witness post laying on ground. Found station in good condition at N39 41.635 W079 11.034

[Photos:]
photoCloseup
photoCloser
photoLocation

The mark is in good condition at N 39° 41.635 W 079° 11.035.

[Photos:]
photoJW1714 - Looking S from mark
photoJW1714 - Looking W on I-68
photoJW1714 - Looking E from mark
photoJW1714 - Looking N from mark
photoJW1714(SHA 220) - Garrett County MD

Documented History (by the NGS)

01/01/1992 by MDSHA (MONUMENTED)
DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 1992 THE MARKER IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST OF KEYSERS RIDGE, 1.6 MI (2.6 KM) WEST OF GRANTSVILLE, AND 8.5 MI (13.7 KM) EAST-NORTHEAST OF ACCIDENT. IT IS LOCATED ON INTERSTATE HIGHWAY 68 RIGHT-OF-WAY. TO REACH FROM A POINT WHERE STATE HIGHWAY 495 CROSSES OVER INTERSTATE HIGHWAY 68 NEAR GRANTSVILLE, GO WEST ON INTERSTATE HIGHWAY 68 FOR 1.3 MI (2.1 KM) TO THE MARKER ON THE RIGHT. THE POINT IS MARKED WITH A MARYLAND STATE HIGHWAY ADMINISTRATION SURVEY DISK, CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS 52.0 FT (15.8 M) NORTHWEST OF THE CENTER OF THE WESTBOUND LANE OF INTERSTATE HIGHWAY 68, 10.0 FT (3.0 M) NORTHWEST OF A CARSONITE WITNESS POST, 15.0 FT (4.6 M) NORTHWEST OF A DRAINAGE DITCH, 230.0 FT (70.1 M) WEST FROM A SIGN FOR THE EASTBOUND LANE OF INTERSTATE HIGHWAY 68, AND 250.0 FT (76.2 M) EAST OF A WOODS LINE. IT IS ABOUT 4.0 FT (1.2 M) HIGHER THAN THE SURFACE OF THE HIGHWAY.

Control Text

  • The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds.
  • The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in April 1995.
  • The geoid height was determined by GEOID99.
  • The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.).
  • The modeled gravity was interpolated from observed gravity values.

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