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SKINHOUSE BRANCH R over SKINHOUSE BRANCH
Map
Coordinates:
+37.18278, -85.39333
37°10'58" N, 85°23'36" W
+37.18278, -85.39333
37°10'58" N, 85°23'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SKINHOUSE BRANCH R over SKINHOUSE BRANCH |
| Structure number: | 044C00029N |
| Location: | .3 MI S OF JCT KY 1913 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 15.1 ft. [4.6 m] |
| Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1949 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 228 [as of 2011] |
| Truck traffic: | 7% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 76.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Good | 7 out of 10 | 228 | 76.9 |
| April 2015 | Good | 7 out of 10 | 228 | 52.9 |
| April 2014 | Good | 7 out of 10 | 228 | 52.9 |
| April 2012 | Good | 7 out of 10 | 228 | 52.9 |
| April 2010 | Good | 7 out of 10 | 196 | 53.0 |
| April 2008 | Good | 7 out of 10 | 196 | 53.0 |
| April 2006 | Good | 7 out of 10 | 145 | 53.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 52 | 52 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 58 | 58 | 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/1211826
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211826