COUNTY ROUTE 50 over BRANCH OF CHARLEY CREEK
Map
Coordinates:
+38.38910, -82.0281138°23'21" N, 82°01'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 50 over BRANCH OF CHARLEY CREEK |
Structure number: | 00000000040A103 |
Location: | 0.36 MI S OF CR 50/5 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 22.6 ft. [6.9 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 449 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 55.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $400,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Satisfactory | Satisfactory | Poor | 449 | 55.0 |
July 2016 | Poor | Satisfactory | Satisfactory | Poor | 400 | 55.0 |
July 2014 | Fair | Very Good | Very Good | Fair | 400 | 71.0 |
June 2012 | Fair | Very Good | Very Good | Fair | 400 | 71.0 |
January 2011 | Fair | Very Good | Very Good | Satisfactory | 400 | 82.0 |
June 2010 | Fair | Very Good | Very Good | Satisfactory | 400 | 82.0 |
July 2008 | Fair | Very Good | Very Good | Satisfactory | 400 | 82.0 |
August 2006 | Fair | Very Good | Very Good | Satisfactory | 500 | 82.0 |
July 2004 | Fair | Very Good | Very Good | Satisfactory | 400 | 82.0 |
July 2000 | Fair | Very Good | Very Good | Satisfactory | 50 | 86.0 |
July 1998 | Fair | Very Good | Very Good | Satisfactory | 50 | 86.0 |
August 1996 | Fair | Very Good | Very Good | Satisfactory | 50 | 86.0 |
September 1994 | Fair | Very Good | Very Good | Satisfactory | 50 | 86.6 |
November 1992 | Fair | Excellent | Excellent | Satisfactory | 50 | 87.6 |
November 1990 | Fair | Excellent | Excellent | Satisfactory | 50 | 87.6 |