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WALKER MOORE RD over MIDDLE FORK
Map
Coordinates:
+38.06306, -83.09917
38°03'47" N, 83°05'57" W
+38.06306, -83.09917
38°03'47" N, 83°05'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WALKER MOORE RD over MIDDLE FORK |
| Structure number: | 032C00031N |
| Location: | 315 FT NW OF JCT. KY 719 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 11.8 ft. [3.6 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Aluminum, Wrought Iron or Cast Iron [9] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 39 [as of 2009] |
| Truck traffic: | 11% of total traffic |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Culvert condition: | Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 21.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2018 | Poor | 3 out of 10 | 39 | 21.9 |
| December 2017 | Poor | 3 out of 10 | 26 | 21.9 |
| December 2016 | Poor | 3 out of 10 | 26 | 21.9 |
| January 2016 | Poor | 3 out of 10 | 26 | 21.9 |
| January 2015 | Poor | 3 out of 10 | 26 | 23.9 |
| December 2012 | Fair | 5 out of 10 | 26 | 51.0 |
| December 2010 | Fair | 6 out of 10 | 26 | 61.0 |
| December 2008 | Fair | 6 out of 10 | 26 | 58.0 |
| November 2006 | Fair | 6 out of 10 | 27 | 58.0 |
| December 2004 | Good | 7 out of 10 | 25 | 58.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Steel Culvert | linear ft. | 22 | 0 | 7 | 15 | 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/1210343
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210343