OLD FIDELITY-BELL over ROCK CREEK
Map
Coordinates:
+36.65750, -84.6586136°39'27" N, 84°39'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD FIDELITY-BELL over ROCK CREEK |
Structure number: | 074C00008N |
Location: | 1.35 MILE E OF KY 1363 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 9.8 ft. [3.0 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2010] |
Truck traffic: | 11% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Fair [5 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 minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 15.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $180,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Serious | Fair | Serious | 30 | 15.6 |
May 2017 | Poor | Poor | Fair | Serious | 30 | 18.9 |
December 2016 | Poor | Fair | Fair | Serious | 30 | 21.0 |
May 2015 | Poor | Fair | Fair | Serious | 30 | 21.0 |
May 2014 | Poor | Fair | Fair | Serious | 40 | 21.0 |
May 2013 | Poor | Fair | Fair | Serious | 40 | 21.0 |
May 2012 | Poor | Satisfactory | Fair | Poor | 40 | 22.0 |
May 2011 | Poor | Good | Fair | Poor | 40 | 22.0 |
May 2010 | Poor | Good | Poor | Poor | 40 | 22.0 |
May 2009 | Poor | Good | Poor | Poor | 40 | 22.0 |
May 2008 | Poor | Good | Poor | Poor | 40 | 22.0 |
May 2007 | Poor | Good | Poor | Poor | 40 | 22.0 |
June 2005 | Poor | Good | Poor | Poor | 40 | 22.0 |
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 |
Steel Girder/Beam | linear ft. | 200 | 0 | 180 | 20 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 0 | 0 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 28 | 0 | 8 | 20 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 28 | 0 | 0 | 28 | 0 |
Deck |
Timber Deck | sq. ft. | 1,200 | 0 | 0 | 1,080 | 120 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 250 | 0 | 250 | 0 | 0 |