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NATLEE SLATIN RD over TRIB-EAGLE CREEK
Map
Coordinates:
+38.44167, -84.66250
38°26'30" N, 84°39'45" W
+38.44167, -84.66250
38°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1651220
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1651220