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SKINHOUSE BRANCH R over CANEY FORK CREEK
Map
Coordinates:
+37.18806, -85.39556
37°11'17" N, 85°23'44" W
+37.18806, -85.39556
37°11'17" N, 85°23'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SKINHOUSE BRANCH R over CANEY FORK CREEK |
| Structure number: | 044C00030N |
| Location: | .1 MI S OF JCT KY 1913 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 63.0 ft. [19.2 m] |
| Roadway width between curbs: | 28.9 ft. [8.8 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1977 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| 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: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 228 [as of 2011] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| 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: | 98.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Good | Good | Very Good | Good | 228 | 98.9 |
| April 2016 | Good | Good | Very Good | Good | 228 | 98.9 |
| April 2014 | Good | Good | Very Good | Good | 228 | 98.9 |
| April 2012 | Good | Good | Very Good | Good | 228 | 98.9 |
| April 2010 | Good | Very Good | Very Good | Good | 196 | 99.9 |
| April 2008 | Good | Very Good | Very Good | Good | 196 | 99.9 |
| April 2006 | Good | Very Good | Very Good | Good | 145 | 81.4 |
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 | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 630 | 630 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,881 | 1,881 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 65 | 57 | 8 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 22 | 22 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 126 | 126 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 630 | 630 | 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/1211827
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211827