COUNTY RT 50 over CHARLEY CREEK
Map
Coordinates:
+38.39815, -82.0333238°23'53" N, 82°01'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RT 50 over CHARLEY CREEK |
Structure number: | 00000000040A102 |
Location: | 0.01 MI N OF CR 50/1 SLS |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
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: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 2,264 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $500,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Good | 2264 | 69.0 |
February 2016 | Fair | Satisfactory | Satisfactory | Good | 2500 | 81.0 |
February 2014 | Fair | - | Satisfactory | Good | 2600 | 83.0 |
February 2012 | Fair | - | Satisfactory | Good | 2600 | 83.0 |
February 2010 | Good | Good | Good | Good | 2500 | 83.0 |
February 2008 | Good | Good | Good | Good | 2600 | 83.0 |
February 2006 | Good | Good | Good | Good | 2600 | 83.0 |
February 2004 | Good | Good | Good | Good | 2900 | 83.0 |
March 2002 | Good | Good | Good | Good | 2900 | 83.0 |
June 2000 | Good | Good | Good | Good | 2900 | 83.0 |
June 1998 | Good | Good | Good | Good | 2500 | 83.0 |
July 1996 | Good | Good | Good | Good | 2500 | 83.0 |
September 1994 | Fair | Good | Good | Satisfactory | 50 | 85.3 |
September 1992 | Fair | Good | Good | Satisfactory | 50 | 85.3 |
October 1990 | Fair | Good | Good | Satisfactory | 50 | 85.3 |