LEATHERWOOD FORD R over BIG S. FORK OF CUMBERLAN
Map
Coordinates:
+36.47650, -84.6681736°28'35" N, 84°40'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LEATHERWOOD FORD R over BIG S. FORK OF CUMBERLAN |
Structure number: | 5130001P0000000 |
Location: | 2.31 MILES FROM EAST PARK |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 220.2 ft. [67.1 m] |
Total length: | 628.0 ft. [191.4 m] |
Roadway width between curbs: | 33.5 ft. [10.2 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Owner: | National Park Service [66] |
Year built: | 1983 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 370 [as of 2012] |
Truck traffic: | 3% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 87.2 |
Estimated cost of work: | $11,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 370 | 87.2 |
May 2016 | Fair | Satisfactory | Satisfactory | Good | 370 | 87.2 |
April 2014 | Fair | Satisfactory | Good | Good | 370 | 92.2 |
April 2012 | Fair | Satisfactory | Good | Good | 370 | 92.2 |
April 2010 | Good | Good | Good | Good | 370 | 92.2 |
April 2008 | Good | Good | Good | Good | 370 | 100.0 |
April 2006 | Good | Good | Good | Good | 370 | 100.0 |
March 2004 | Good | Good | Good | Good | 370 | 100.0 |
May 2002 | Good | Good | Good | Good | 370 | 100.0 |
May 2000 | Good | Good | Good | Good | 370 | 100.0 |