KY-61 over BRUSH CREEK
Map
Coordinates:
+37.39111, -85.6102837°23'28" N, 85°36'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-61 over BRUSH CREEK |
Structure number: | 044B00042N |
Old structure number: | 044*0061*B0042 (from 1992 edition) |
Location: | .75 MI. N JCT KY 566 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 46.9 ft. [14.3 m] |
Roadway width between curbs: | 39.7 ft. [12.1 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,590 [as of 2017] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Very Good | Good | 1590 | 96.0 |
October 2016 | Good | Good | Very Good | Good | 1445 | 96.4 |
October 2015 | Good | Very Good | Very Good | Good | 1445 | 96.4 |
October 2013 | Good | Very Good | Very Good | Good | 1597 | 96.0 |
October 2011 | Good | Very Good | Very Good | Good | 1600 | 96.0 |
October 2009 | Good | Very Good | Very Good | Good | 1550 | 96.1 |
October 2007 | Good | Very Good | Very Good | Good | 1700 | 95.7 |
October 2005 | Good | Very Good | Very Good | Good | 1632 | 95.9 |
October 2003 | Good | Very Good | Very Good | Very Good | 2082 | 93.7 |
October 2001 | Good | Very Good | Very Good | Very Good | 2082 | 93.7 |
October 1999 | Good | Very Good | Very Good | Very Good | 2082 | 93.7 |
December 1997 | Good | Very Good | Very Good | Very Good | 2082 | 93.7 |
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 Girder/Beam | linear ft. | 230 | 230 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,031 | 0 | 2,031 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 98 | 86 | 12 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 92 | 92 | 0 | 0 | 0 |