BIG TWIN CREEK RD over BIG TWIN CREEK
Map
Coordinates:
+38.57083, -84.9422238°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 |