OLD COLUMBUS RD over RED OAK CREEK
Map
Coordinates:
+38.42917, -84.7097238°25'45" N, 84°42'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD COLUMBUS RD over RED OAK CREEK |
Structure number: | 094C00028N |
Location: | 1.1 MI JCT KY 607 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 80.1 ft. [24.4 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: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 57 [as of 2006] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 86.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 57 | 86.2 |
January 2015 | Good | Good | Good | Good | 57 | 86.2 |
January 2013 | Good | Good | Good | Good | 57 | 86.2 |
January 2011 | Good | Good | Good | Good | 57 | 86.2 |
February 2009 | Good | Good | Good | Good | 57 | 86.2 |
April 2007 | Good | Very Good | Very Good | Very Good | 58 | 86.2 |
April 2005 | Good | Very Good | Very Good | Very Good | 50 | 86.2 |
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. | 32 | 29 | 3 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,287 | 1,287 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 17 | 17 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 93 | 93 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 17 | 0 | 17 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 19 | 19 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 16 | 0 | 4 | 0 | 12 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 160 | 160 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 800 | 800 | 0 | 0 | 0 |