CEDAR GROVE CH. RD over BEAR CREEK
Map
Coordinates:
+37.30306, -86.3205637°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 |