KY-61 over LITTLE BRUSH CREEK
Map
Coordinates:
+37.35222, -85.5655637°21'08" N, 85°33'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-61 over LITTLE BRUSH CREEK |
Structure number: | 044B00040N |
Old structure number: | 044*0061*B0040 (from 1992 edition) |
Location: | .6 MI S JCT KY 569 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 16.1 ft. [4.9 m] |
Total length: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 63.0 ft. [19.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,775 [as of 2015] |
Truck traffic: | 8% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2018 | Good | 7 out of 10 | 2775 | 80.0 |
October 2016 | Good | 7 out of 10 | 2775 | 80.0 |
October 2014 | Good | 7 out of 10 | 2749 | 80.0 |
October 2013 | Good | 7 out of 10 | 2637 | 80.0 |
October 2011 | Good | 7 out of 10 | 2840 | 80.0 |
October 2009 | Fair | 6 out of 10 | 2810 | 80.0 |
October 2007 | Fair | 6 out of 10 | 2870 | 80.0 |
October 2005 | Fair | 6 out of 10 | 2901 | 80.0 |
October 2003 | Fair | 6 out of 10 | 2438 | 80.0 |
October 2001 | Fair | 6 out of 10 | 2438 | 80.0 |
October 1999 | Fair | 6 out of 10 | 2438 | 80.0 |
October 1997 | Fair | 6 out of 10 | 2438 | 80.0 |
October 1995 | Good | 7 out of 10 | 2381 | 80.0 |
October 1993 | Good | 7 out of 10 | 2381 | 80.0 |
October 1991 | Good | 8 out of 10 | 2381 | 80.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 126 | 118 | 8 | 0 | 0 |