KY-2330 over SALT WELL BRANCH
Map
Coordinates:
+37.31500, -86.3875037°18'54" N, 86°23'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-2330 over SALT WELL BRANCH |
Structure number: | 031B00028N |
Old structure number: | 031*2330*B0028 (from 1992 edition) |
Location: | 1 MI S OF JCT KY 1075 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 78 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 78 | 96.0 |
June 2016 | Fair | Good | Good | Satisfactory | 110 | 87.4 |
June 2014 | Good | Very Good | Very Good | Very Good | 110 | 87.4 |
June 2012 | Good | Very Good | Very Good | Very Good | 66 | 96.0 |
June 2010 | Good | Very Good | Very Good | Very Good | 73 | 96.0 |
June 2008 | Good | Very Good | Very Good | Very Good | 76 | 96.0 |
June 2006 | Good | Very Good | Very Good | Very Good | 80 | 96.0 |
May 2004 | Good | Very Good | Very Good | Very Good | 91 | 96.0 |
June 2000 | Good | Very Good | Very Good | Very Good | 112 | 87.5 |
June 1998 | Good | Very Good | Very Good | Very Good | 112 | 87.5 |
June 1996 | Good | Very Good | Very Good | Very Good | 112 | 87.5 |
June 1994 | Good | Very Good | Very Good | Very Good | 100 | 96.0 |
June 1992 | Good | Very Good | Very Good | Very Good | 100 | 96.0 |
June 1990 | Good | Very Good | Very Good | Very Good | 100 | 96.0 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 184 | 184 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 551 | 551 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 522 | 522 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 89 | 69 | 0 | 20 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 46 | 46 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 230 | 0 | 230 | 0 | 0 |