KY-238 over BIG REEDY CREEK
Map
Coordinates:
+37.30250, -86.4327837°18'09" N, 86°25'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-238 over BIG REEDY CREEK |
Structure number: | 031B00027N |
Old structure number: | 031*0238*B0027 (from 1992 edition) |
Location: | 0.5 MI W JCT KY 185 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 117.1 ft. [35.7 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 23.6 ft. [7.2 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
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: | Posted for load [P] |
Average daily traffic: | 77 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry 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: | 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 72.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Satisfactory | 77 | 72.9 |
June 2016 | Fair | Fair | Fair | Satisfactory | 88 | 78.3 |
April 2015 | Fair | Satisfactory | Fair | Satisfactory | 88 | 79.3 |
June 2014 | Fair | Satisfactory | Fair | Satisfactory | 88 | 79.3 |
June 2012 | Fair | Satisfactory | Satisfactory | Very Good | 92 | 99.0 |
June 2010 | Fair | Satisfactory | Satisfactory | Very Good | 87 | 99.0 |
June 2008 | Fair | Satisfactory | Satisfactory | Very Good | 96 | 99.0 |
June 2006 | Good | Very Good | Very Good | Very Good | 49 | 99.0 |
May 2004 | Good | Very Good | Very Good | Very Good | 119 | 90.5 |
June 2000 | Good | Very Good | Very Good | Very Good | 49 | 99.0 |
June 1998 | Good | Very Good | Very Good | Very Good | 49 | 99.0 |
June 1996 | Good | Very Good | Very Good | Very Good | 49 | 99.0 |
June 1994 | Good | Very Good | Very Good | Very Good | 110 | 89.2 |
June 1992 | Good | Very Good | Very Good | Very Good | 110 | 89.2 |
June 1990 | Good | Very Good | Very Good | Very Good | 110 | 89.2 |
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. | 702 | 526 | 105 | 71 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 2,750 | 2,613 | 137 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,574 | 2,574 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 31 | 30 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 47 | 40 | 7 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 31 | 31 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 234 | 234 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,170 | 1,170 | 0 | 0 | 0 |