KY-187 over SUNFISH CREEK
Map
Coordinates:
+37.28972, -86.3766737°17'23" N, 86°22'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-187 over SUNFISH CREEK |
Structure number: | 031B00020N |
Old structure number: | 031*0187*B0020 (from 1992 edition) |
Location: | .6 MI S OF N-JCT KY 238 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 86.0 ft. [26.2 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
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: | 1,056 [as of 2017] |
Truck traffic: | 14% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 60.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $213,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Fair | 1056 | 60.1 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 768 | 71.8 |
November 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 768 | 71.8 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1013 | 75.8 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 889 | 75.9 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1100 | 71.7 |
June 2008 | Fair | Satisfactory | Satisfactory | Good | 1060 | 71.8 |
June 2006 | Fair | Satisfactory | Satisfactory | Good | 1160 | 72.5 |
May 2004 | Fair | Satisfactory | Satisfactory | Good | 1095 | 72.5 |
June 2000 | Fair | Satisfactory | Satisfactory | Good | 589 | 72.5 |
July 1998 | Fair | Satisfactory | Satisfactory | Good | 589 | 72.5 |
June 1996 | Fair | Satisfactory | Satisfactory | Good | 589 | 72.5 |
June 1994 | Fair | Satisfactory | Good | Good | 629 | 66.4 |
June 1992 | Good | Good | Very Good | Good | 629 | 66.4 |
June 1990 | Good | Good | Good | Good | 629 | 66.4 |
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. | 344 | 324 | 20 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,634 | 1,225 | 409 | 0 | 0 |
Wearing Surfaces | sq. ft. | 16,340 | 16,340 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 0 | 2 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 16 | 15 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 54 | 26 | 27 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 21 | 0 | 0 | 21 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 172 | 170 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 860 | 774 | 86 | 0 | 0 |