NATLEE SLATIN RD over TRIB-EAGLE CREEK
Map
Coordinates:
+38.44167, -84.6625038°26'30" N, 84°39'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NATLEE SLATIN RD over TRIB-EAGLE CREEK |
Structure number: | 094C00029N |
Location: | .1 MI SOUTH OF JCT KY-607 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 61 [as of 2012] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Scour calculation/evaluation has not been made. [6] |
Sufficiency rating: | 91.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Good | Satisfactory | Satisfactory | 61 | 91.2 |
December 2015 | Fair | Good | Satisfactory | Satisfactory | 61 | 91.2 |
January 2015 | Fair | Good | Satisfactory | Satisfactory | 61 | 91.2 |
January 2013 | Fair | Good | Satisfactory | Satisfactory | 61 | 91.2 |
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 |
Steel Girder/Beam | linear ft. | 211 | 186 | 17 | 8 | 0 |
Steel Protective Coating | sq. ft. | 1,049 | 1,016 | 33 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 81 | 77 | 4 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 81 | 0 | 81 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 642 | 642 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 642 | 642 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 14 | 14 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 64 | 63 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 320 | 320 | 0 | 0 | 0 |