POPLAR GROVE RD over KETTLE CREEK
Map
Coordinates:
+36.66056, -85.4308336°39'38" N, 85°25'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | POPLAR GROVE RD over KETTLE CREEK |
Structure number: | 029C00029N |
Location: | 1.3 MI NE KY 214 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
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] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2009] |
Truck traffic: | 11% 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 30 | 96.0 |
June 2016 | Good | Good | Good | Good | 30 | 96.0 |
June 2014 | Good | Good | Good | Good | 67 | 96.0 |
June 2012 | Good | Good | Good | Good | 67 | 96.0 |
June 2010 | Good | Good | Good | Good | 67 | 96.0 |
June 2008 | Good | Good | Good | Good | 67 | 96.0 |
June 2006 | Good | Very Good | Very Good | Very Good | 68 | 97.0 |
June 2004 | Good | Very Good | Very Good | Very Good | 50 | 97.0 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 204 | 197 | 6 | 1 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 816 | 788 | 28 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 88 | 82 | 6 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 90 | 90 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 68 | 60 | 0 | 0 | 8 |
Steel Protective Coating | sq. ft. | 204 | 204 | 0 | 0 | 0 |