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GOOCH PIKE over WEST FORK BACK CREEK
Map
Coordinates:
+37.59222, -84.49944
37°35'32" N, 84°29'58" W
+37.59222, -84.49944
37°35'32" N, 84°29'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GOOCH PIKE over WEST FORK BACK CREEK |
| Structure number: | 040C00054N |
| Location: | .10 MI SOU. OF JCT KY 52 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 24.6 ft. [7.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1969 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 259 [as of 2006] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 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: | 74.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Good | 7 out of 10 | 259 | 74.9 |
| November 2015 | Good | 7 out of 10 | 259 | 78.3 |
| November 2013 | Fair | 6 out of 10 | 259 | 81.3 |
| November 2011 | Fair | 6 out of 10 | 259 | 75.8 |
| November 2009 | Fair | 6 out of 10 | 259 | 75.8 |
| October 2007 | Fair | 6 out of 10 | 266 | 75.8 |
| November 2005 | Fair | 6 out of 10 | 200 | 80.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Pile Cap/Footing | linear ft. | 65 | 65 | 0 | 0 | 0 |
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 57 | 48 | 9 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 104 | 78 | 26 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 520 | 468 | 0 | 0 | 52 |
© 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/1211199
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211199