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Shady Lane over Clover Lick Creek
Map
Coordinates:
+37.25028, -85.50556
37°15'01" N, 85°30'20" W
+37.25028, -85.50556
37°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: | 2.6 ft. [0.8 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 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20 [as of 2006] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 82.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| 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, 2018 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 |
© Copyright 2012-19, 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/1211839
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211839