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Bramlett-Kemp Road over Russell Creek
Map
Coordinates:
+37.13694, -85.45806
37°08'13" N, 85°27'29" W
+37.13694, -85.45806
37°08'13" N, 85°27'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Bramlett-Kemp Road over Russell Creek |
| Structure number: | 044C00041N |
| Location: | @Adai CL2MISof Jct KY 487 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 73.2 ft. [22.3 m] |
| Total length: | 124.0 ft. [37.8 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2007 |
| 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: | Prestressed concrete [5] |
| Main spans 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: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60 [as of 2011] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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: | Meets minimum tolerable limits to be left in place as is [4] |
| 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: | 97.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | Satisfactory | Good | Very Good | 60 | 97.0 |
| April 2015 | Fair | Satisfactory | Good | Very Good | 60 | 97.0 |
| April 2014 | Fair | Satisfactory | Good | Very Good | 60 | 97.0 |
| April 2012 | Good | Good | Very Good | Very Good | 60 | 75.0 |
| April 2010 | Good | Good | Very Good | Very Good | - | 75.0 |
| April 2008 | Good | Very Good | Very Good | Very Good | 94 | 74.9 |
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. | 744 | 741 | 3 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 3,174 | 0 | 3,174 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 23 | 23 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 52 | 52 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 29 | 29 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 248 | 248 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1,240 | 1,240 | 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/1211838
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211838