KY-36 over EAGLE CREEK
Map
Coordinates:
+38.65028, -84.9461138°39'01" N, 84°56'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-36 over EAGLE CREEK |
Structure number: | 094B00032N |
Old structure number: | 094*0036*B0032 (from 1992 edition) |
Location: | ON OWEN - CARROLL CO.LINE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 435.1 ft. [132.6 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Skew angle: | 20° |
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 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 247 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | Better than present minimum criteria [7] |
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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 247 | 94.4 |
April 2015 | Good | Good | Good | Good | 247 | 94.4 |
April 2013 | Good | Good | Good | Good | 289 | 89.9 |
April 2011 | Good | Good | Very Good | Good | 285 | 89.9 |
April 2009 | Good | Good | Very Good | Good | 272 | 89.9 |
May 2007 | Good | Good | Very Good | Good | 263 | 89.9 |
June 2005 | Good | Good | Very Good | Good | 261 | 89.9 |
April 2003 | Good | Good | Very Good | Good | 207 | 94.5 |
April 2001 | Good | Very Good | Very Good | Very Good | 207 | 94.4 |
March 1999 | Good | Very Good | Very Good | Very Good | 207 | 93.4 |
April 1997 | Good | Very Good | Very Good | Very Good | 193 | 93.5 |
March 1995 | Good | Very Good | Very Good | Very Good | 196 | 93.7 |
June 1993 | Good | Very Good | Very Good | Very Good | 196 | 93.7 |
March 1991 | Good | Very Good | Excellent | Very Good | 196 | 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. | 1,740 | 1,740 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,847 | 11,347 | 500 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 98 | 97 | 1 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 20 | 0 | 20 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 112 | 112 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 58 | 53 | 5 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 870 | 870 | 0 | 0 | 0 |