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POPLAR GROVE RD over KETTLE CREEK
Map
Coordinates:
+36.66056, -85.43083
36°39'38" N, 85°25'51" W
+36.66056, -85.43083
36°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209974
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209974