Flush Bracket G4484: Immingham Dock 

NW face of SE parapet of railway bridge [3GL]: railway bridge, SE parapet, N angle, NW face.
Location
Grid reference: TA 2071 1499.
Landranger 113: Grimsby, Louth & Market Rasen.
Structure: Bridge.
Waypoint: FG4484.
Neighbouring Flush Brackets
The nearest fundamental bench mark is Immingham,
3.23km to the west.
Third Geodetic Levelling, England & Wales (1950-68)
This flush bracket was used during the Third geodetic levelling, England & Wales. It was included on the Immingham to Patrington levelling line. The surveyor's description was NW face of SE parapet of railway bridge.
Logged Visits
Logged on 19th January 2008 by RHW. Grid reference: TA 2071 1499. Condition: Good.
Bridge over rly, SE parapet, NE end, NW face. Road closed and major works ongoing. Bridge ppt has been damaged although FB undamaged.
Logged on 12th September 2006 by Brisey. Condition: Good.
The bridge is weak and has been overlaid with a temporary replacement structure, so the bridge and the BM may not survive for long.
Location
Grid reference: TA 2071 1499.
Landranger 113: Grimsby, Louth & Market Rasen.
Structure: Bridge.
Waypoint: FG4484.
Neighbouring Flush Brackets
| G4483 | Immingham Dock, Tide Gauge Aux 2 361.25m to the north. |
| G4570 | Immingham, Queens Road 698.93m to the west. |
| G4658 | Immingham Dock, Tide Gauge BM 1.55km to the northwest. |
| G4663 | Immingham, School 2.10km to the west. |
| G4664 | Immingham, Willows Farm 3.23km to the southwest. |
Third Geodetic Levelling, England & Wales (1950-68)
This flush bracket was used during the Third geodetic levelling, England & Wales. It was included on the Immingham to Patrington levelling line. The surveyor's description was NW face of SE parapet of railway bridge.
Logged Visits
Logged on 19th January 2008 by RHW. Grid reference: TA 2071 1499. Condition: Good.
Bridge over rly, SE parapet, NE end, NW face. Road closed and major works ongoing. Bridge ppt has been damaged although FB undamaged.
Logged on 12th September 2006 by Brisey. Condition: Good.
The bridge is weak and has been overlaid with a temporary replacement structure, so the bridge and the BM may not survive for long.
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