County Route 10 over Left Fork Buffalo Run
Map
Coordinates:
+39.50291, -80.9874939°30'10" N, 80°59'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Route 10 over Left Fork Buffalo Run |
Structure number: | 00000000048A016 |
Location: | 0.09 mi. North jct CR10/4 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Channel beam [22] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 213 [as of 2017] |
Truck traffic: | 3% 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 desirable criteria [8] |
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: | 72.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $337,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Fair | 213 | 72.2 |
February 2016 | Fair | Fair | Fair | Fair | 100 | 80.9 |
February 2014 | Fair | Fair | Fair | Fair | 100 | 80.9 |
February 2012 | Fair | Fair | Satisfactory | Satisfactory | 100 | 91.9 |
February 2010 | Fair | Fair | Satisfactory | Satisfactory | 100 | 95.9 |
March 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 96.9 |
February 2008 | Fair | Fair | Satisfactory | Satisfactory | 100 | 95.9 |
March 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 96.9 |
March 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 96.9 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 96.9 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 96.9 |
March 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 96.9 |
March 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 96.9 |
March 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 89.4 |
March 1990 | Fair | Satisfactory | Satisfactory | Good | 100 | 89.4 |