BAGLEY ROAD over KENT RUN
Map
Coordinates:
+39.88182, -82.1253339°52'55" N, 82°07'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BAGLEY ROAD over KENT RUN |
Structure number: | 6037208 |
Location: | 1.01 MI W OF WESLEY CHAPL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1951 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 375 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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 corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 53.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Fair | Satisfactory | 375 | 53.7 |
November 2017 | Fair | Satisfactory | Fair | Satisfactory | 375 | 53.7 |
October 2016 | Fair | Satisfactory | Fair | Satisfactory | 375 | 54.7 |
October 2015 | Fair | Satisfactory | Fair | Satisfactory | 350 | 54.8 |
January 2015 | Fair | Satisfactory | Fair | Satisfactory | 350 | 56.8 |
October 2013 | Fair | Satisfactory | Fair | Satisfactory | 350 | 56.8 |
January 2013 | Fair | Satisfactory | Fair | Satisfactory | 350 | 56.8 |
February 2012 | Poor | Fair | Serious | Satisfactory | 350 | 27.5 |
January 2011 | Poor | Fair | Serious | Satisfactory | 350 | 27.5 |
December 2009 | Poor | Fair | Poor | Satisfactory | 350 | 43.4 |
February 2009 | Poor | Fair | Poor | Satisfactory | 350 | 43.4 |
January 2007 | Poor | Fair | Poor | Satisfactory | 350 | 43.4 |
January 2006 | Poor | Fair | Poor | Satisfactory | 350 | 43.4 |
April 2005 | Fair | Satisfactory | Fair | Good | 350 | 52.4 |
February 2004 | Poor | Satisfactory | Fair | Poor | 350 | 44.4 |
October 2002 | Fair | Good | Fair | Fair | 350 | 52.4 |
December 2001 | Fair | Good | Satisfactory | Fair | 350 | 52.4 |
June 1999 | Fair | Good | Satisfactory | Fair | 350 | 52.4 |
January 1997 | Fair | Good | Satisfactory | Fair | 350 | 52.4 |
July 1995 | Fair | Good | Satisfactory | Fair | 350 | 52.4 |
February 1994 | Fair | Good | Good | Satisfactory | 350 | 63.4 |
February 1992 | Fair | Good | Good | Satisfactory | 350 | 64.4 |
December 1990 | Fair | Good | Good | Satisfactory | 350 | 64.4 |