Shady Lane over Clover Lick Creek
Map
Coordinates:
+37.25028, -85.5055637°15'01" N, 85°30'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Shady Lane over Clover Lick Creek |
Structure number: | 044C00042N |
Location: | .25 MI W of JCT US 68 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 26.2 ft. [8.0 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 2007 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 82.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Satisfactory | Very Good | - | 82.0 |
April 2016 | Fair | Good | Satisfactory | Very Good | 20 | 82.0 |
April 2014 | Fair | Very Good | Satisfactory | Very Good | 20 | 60.0 |
April 2012 | Good | Very Good | Good | Very Good | - | 60.0 |
April 2010 | Good | Very Good | Good | Very Good | - | 60.0 |
May 2008 | Good | Very Good | Good | Very Good | 20 | 60.0 |
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. | 182 | 0 | 162 | 0 | 20 |
Steel Protective Coating | sq. ft. | 1,092 | 1,092 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 366 | 362 | 4 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 52 | 52 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 260 | 260 | 0 | 0 | 0 |