Share: 
CEDAR GROVE CH. RD over BEAR CREEK
Map
Coordinates:
+37.30306, -86.32056
37°18'11" N, 86°19'14" W
+37.30306, -86.32056
37°18'11" N, 86°19'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CEDAR GROVE CH. RD over BEAR CREEK |
| Structure number: | 031C00005N |
| Location: | 2.2 MI W. JCT KY 259 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 32.2 ft. [9.8 m] |
| Total length: | 56.1 ft. [17.1 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
| 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 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Slab [01] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 77 [as of 2012] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 73.7 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $135,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Fair | Fair | Fair | 77 | 73.7 |
| December 2015 | Fair | Fair | Fair | Fair | 77 | 73.7 |
| December 2013 | Good | Good | Good | Good | 77 | 85.7 |
| December 2011 | Good | Good | Good | Good | 65 | 91.0 |
| December 2009 | Good | Good | Good | Good | 65 | 91.0 |
| January 2008 | Good | Good | Good | Good | 65 | 91.0 |
| November 2005 | Good | Good | Good | Good | 55 | 91.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Timber Column | each | 28 | 25 | 3 | 0 | 0 |
| Timber Abutment | linear ft. | 70 | 70 | 0 | 0 | 0 |
| Timber Pier Cap | linear ft. | 39 | 37 | 1 | 1 | 0 |
| Bridge Rail | ||||||
| Timber Bridge Rail | linear ft. | 112 | 109 | 3 | 0 | 0 |
| Deck | ||||||
| Timber Slab | sq. ft. | 1,008 | 0 | 1,008 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,016 | 1,016 | 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/1210292
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210292