County Route 18/17 over Muddy Creek
Map
Coordinates:
+39.46635, -80.8365139°27'59" N, 80°50'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Route 18/17 over Muddy Creek |
Structure number: | 00000000048A045 |
Location: | 0.08 Mi. South Jct. CR 38 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 12.5 ft. [3.8 m] |
Deck width edge-to-edge: | 13.1 ft. [4.0 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1910 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 51 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 21.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $372,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Good | Serious | Fair | 51 | 21.9 |
September 2014 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2013 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2012 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2010 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2009 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2008 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2007 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2006 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2005 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2004 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2003 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2002 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2001 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 2000 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 1999 | Poor | Good | Serious | Fair | 50 | 21.9 |
December 1997 | Poor | Good | Serious | Fair | 50 | 21.9 |
September 1995 | Poor | Good | Serious | Fair | 50 | 22.0 |
October 1993 | Poor | Good | Serious | Fair | 50 | 22.0 |
October 1991 | Poor | Good | Serious | Fair | 50 | 22.0 |