Old SR 56 over Branch of LAUGHERY Creek
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.02444, -84.8858339°01'28" N, 84°53'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Old SR 56 over Branch of LAUGHERY Creek |
Structure number: | 1500079 |
Location: | 0.4 S of LAUGHERY Cr |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 297.6 ft. [90.7 m] |
Total length: | 298.9 ft. [91.1 m] |
Roadway width between curbs: | 16.7 ft. [5.1 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Vertical clearance above deck: | 21.3 ft. [6.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1878 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2009
Good/Fair/Poor Condition: | Good |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 1 [as of 2009] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 25.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2009 | Good | Very Good | Very Good | Very Good | 1 | 25.5 |
November 1998 | Poor | Poor | - | - | - | 28.3 |
January 1990 | Poor | Poor | Serious | Critical | - | 22.5 |