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BUCKS RUN RD over BUCK RUN CREEK
Map
Coordinates:
+38.59000, -85.03806
38°35'24" N, 85°02'17" W
+38.59000, -85.03806
38°35'24" N, 85°02'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BUCKS RUN RD over BUCK RUN CREEK |
| Structure number: | 094C00018N |
| Location: | 100 FT. EAST OF KY 227 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1979 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 44 [as of 2006] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| 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 |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Good | Good | Satisfactory | 44 | 97.0 |
| January 2015 | Fair | Good | Good | Satisfactory | 44 | 97.0 |
| January 2014 | Fair | Good | Good | Satisfactory | 44 | 97.0 |
| January 2013 | Fair | Good | Good | Satisfactory | 44 | 97.0 |
| January 2012 | Fair | Good | Good | Satisfactory | 44 | 97.0 |
| January 2011 | Fair | Good | Good | Satisfactory | 44 | 97.0 |
| February 2010 | Fair | Good | Good | Satisfactory | 44 | 97.0 |
| July 2008 | Fair | Good | Good | Satisfactory | 44 | 99.0 |
| April 2007 | Good | Good | Good | Good | 44 | 99.0 |
| February 2006 | Good | Good | Good | Good | 30 | 99.0 |
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. | 203 | 201 | 2 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 623 | 623 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 586 | 586 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 134 | 119 | 15 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 58 | 50 | 8 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 290 | 290 | 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/1218130
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218130