KY-238 over BEAR CREEK
Map
Coordinates:
+37.29028, -86.3266737°17'25" N, 86°19'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-238 over BEAR CREEK |
Structure number: | 031B00025N |
Old structure number: | 031*0238*B0025 (from 1992 edition) |
Location: | 2.4 MI WEST OF JCT KY 259 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 173.6 ft. [52.9 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 237 [as of 2015] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 237 | 78.6 |
June 2016 | Fair | Good | Good | Satisfactory | 237 | 81.0 |
June 2014 | Fair | Good | Good | Satisfactory | 317 | 79.3 |
June 2012 | Good | Good | Good | Good | 331 | 79.3 |
June 2010 | Good | Very Good | Good | Good | 339 | 72.6 |
June 2008 | Good | Very Good | Good | Good | 325 | 72.6 |
June 2006 | Good | Very Good | Good | Good | 305 | 73.0 |
May 2004 | Good | Very Good | Good | Good | 290 | 73.0 |
June 2000 | Good | Very Good | Good | Good | 234 | 71.2 |
July 1998 | Good | Very Good | Good | Good | 234 | 71.2 |
June 1996 | Good | Good | Good | Good | 234 | 71.2 |
June 1994 | Good | Good | Good | Good | 339 | 64.0 |
June 1992 | Good | Good | Good | Good | 339 | 64.0 |
June 1990 | Good | Good | Good | Very Good | 339 | 64.0 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 694 | 623 | 70 | 1 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,164 | 2,082 | 2,080 | 2 | 0 |
Wearing Surfaces | sq. ft. | 3,476 | 0 | 3,476 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 0 | 5 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 58 | 55 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 52 | 4 | 10 | 0 |
Joints |
Pourable Joint | linear ft. | 62 | 15 | 0 | 0 | 47 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 347 | 0 | 329 | 18 | 0 |