RAY RD over BLACKFORD CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+37.87048, -86.9021437°52'14" N, 86°54'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAY RD over BLACKFORD CREEK |
Structure number: | 030C00018N |
Location: | AT HANCOCK COUNTY LINE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 11.8 ft. [3.6 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Vertical clearance above deck: | 11.2 ft. [3.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1884 |
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: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: July 2012
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 25 [as of 2006] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 18.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $204,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2012 | Poor | Fair | Serious | Serious | 25 | 18.9 |
July 2011 | Poor | Fair | Serious | Serious | 25 | 18.9 |
July 2010 | Poor | Fair | Serious | Serious | 25 | 18.9 |
July 2009 | Poor | Fair | Serious | Serious | 25 | 18.9 |
October 2008 | Poor | Satisfactory | Serious | Poor | 25 | 19.9 |
July 2007 | Poor | Satisfactory | Serious | Poor | 26 | 21.9 |
July 2005 | Poor | Good | Serious | Poor | 20 | 19.9 |