Share: 
Beaver Dam Cr Rd. over BEAVER DAM CREEK
Map
Coordinates:
+37.50722, -86.27194
37°30'26" N, 86°16'19" W
+37.50722, -86.27194
37°30'26" N, 86°16'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Beaver Dam Cr Rd. over BEAVER DAM CREEK |
| Structure number: | 043C00005N |
| Location: | .7 MI NW OF JCT KY 920 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1972 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 95 [as of 2009] |
| 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: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 67.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Good | Good | Good | Good | 95 | 67.0 |
| June 2016 | Good | Good | Good | Good | 95 | 67.0 |
| April 2015 | Good | Good | Good | Good | 95 | 74.1 |
| April 2014 | Good | Good | Good | Good | 20 | 74.1 |
| April 2012 | Good | Good | Good | Good | 20 | 74.1 |
| April 2010 | Good | Good | Good | Good | 20 | 74.1 |
| April 2008 | Good | Good | Good | Good | 20 | 74.1 |
| April 2006 | Good | Good | Good | Good | 20 | 74.1 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 136 | 0 | 136 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1 | 1 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 376 | 372 | 4 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 372 | 0 | 372 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 19 | 19 | 0 | 0 | 0 |
| Masonry Abutment | linear ft. | 19 | 19 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 68 | 35 | 33 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 340 | 340 | 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/1211758
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211758