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BIG TWIN CREEK RD over BIG TWIN CREEK
Map
Coordinates:
+38.57083, -84.94222
38°34'15" N, 84°56'32" W
+38.57083, -84.94222
38°34'15" N, 84°56'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BIG TWIN CREEK RD over BIG TWIN CREEK |
| Structure number: | 094C00031N |
| Location: | 1.9 MI W OF JCT KY-1761 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 46.9 ft. [14.3 m] |
| Total length: | 102.0 ft. [31.1 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Skew angle: | 45° |
| Owner: | County Highway Agency [02] |
| Year built: | 2013 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 156 [as of 2014] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 77.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Good | Satisfactory | Satisfactory | 156 | 77.0 |
| January 2015 | Fair | Good | Satisfactory | Satisfactory | 156 | 77.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Stringer | linear ft. | 714 | 714 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 2,442 | 2,442 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 24 | 24 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 77 | 67 | 10 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 60 | 0 | 60 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 24 | 24 | 0 | 0 | 0 |
| Deck | ||||||
| Open Grid Deck | sq. ft. | 1,828 | 1,828 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1,828 | 1,828 | 0 | 0 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 14 | 14 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 28 | 28 | 0 | 0 | 0 |
| Fixed Bearing | each | 14 | 14 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 28 | 28 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 204 | 202 | 0 | 0 | 2 |
| Steel Protective Coating | sq. ft. | 1,020 | 1,020 | 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/1672086
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1672086