KY 238 over W. FK OF BIG REEEDY CRK
Map
Coordinates:
+37.30056, -86.4477837°18'02" N, 86°26'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY 238 over W. FK OF BIG REEEDY CRK |
Structure number: | 031B00036N |
Location: | 2.383 MI W. JCT KY 185 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 122.1 ft. [37.2 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 77 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Satisfactory | Good | 77 | 98.0 |
June 2016 | Fair | Good | Fair | Good | 88 | 87.9 |
June 2014 | Good | Good | Good | Very Good | 88 | 98.9 |
June 2012 | Good | Very Good | Very Good | Very Good | 92 | 98.9 |
June 2010 | Good | Very Good | Very Good | Very Good | 87 | 98.9 |
June 2008 | Good | Very Good | Very Good | Very Good | 96 | 98.9 |
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. | 732 | 366 | 366 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 2,928 | 2,928 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,751 | 2,751 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 52 | 52 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 64 | 64 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 244 | 244 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,220 | 1,220 | 0 | 0 | 0 |