OLD OWENTON-GEORGE over RED OAK CREEK
Map
Coordinates:
+38.42306, -84.7288938°25'23" N, 84°43'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD OWENTON-GEORGE over RED OAK CREEK |
Structure number: | 094C00025N |
Location: | .7 MI S. KY 607 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.5 ft. [8.7 m] |
Total length: | 28.5 ft. [8.7 m] |
Roadway width between curbs: | 14.4 ft. [4.4 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 96 [as of 2006] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Good | Good | Satisfactory | 96 | 84.2 |
January 2015 | Fair | Good | Good | Satisfactory | 96 | 84.2 |
January 2013 | Fair | Good | Good | Satisfactory | 96 | 84.2 |
January 2011 | Fair | Good | Good | Satisfactory | 96 | 84.2 |
February 2009 | Good | Good | Good | Good | 96 | 84.2 |
April 2007 | Good | Very Good | Very Good | Good | 98 | 84.2 |
April 2005 | Good | Very Good | Very Good | Good | 75 | 84.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 114 | 114 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 458 | 458 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 60 | 58 | 2 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 36 | 0 | 36 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 57 | 45 | 4 | 0 | 8 |
Steel Protective Coating | sq. ft. | 285 | 285 | 0 | 0 | 0 |