ORANGE TWP 111 over CONNOTTON CR HADORN BN07
Map
Coordinates:
+40.48250, -81.2419440°28'57" N, 81°14'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ORANGE TWP 111 over CONNOTTON CR HADORN BN07 |
Structure number: | 1031651 |
Location: | 800 FT WEST OF STRT 164 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 63.0 ft. [19.2 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1955 |
Year reconstructed: | 1984 |
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: | Wood or Timber [8] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 324 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 69.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Poor | Satisfactory | Satisfactory | 324 | 69.0 |
May 2017 | Poor | Poor | Satisfactory | Satisfactory | 324 | 69.0 |
May 2016 | Fair | Fair | Satisfactory | Satisfactory | 324 | 71.0 |
May 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 73.1 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 91.0 |
April 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 73.1 |
May 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 73.1 |
May 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 73.1 |
May 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 73.1 |
April 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 62.3 |
April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 62.3 |
April 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 62.3 |
July 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 62.3 |
July 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 62.3 |
May 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 62.3 |
July 2003 | Fair | Fair | Satisfactory | Satisfactory | 10 | 61.3 |
July 2002 | Fair | Fair | Satisfactory | Satisfactory | 10 | 61.3 |
May 2000 | Fair | Fair | Satisfactory | Satisfactory | 10 | 61.3 |
June 1999 | Fair | Fair | Satisfactory | Satisfactory | 10 | 61.3 |
June 1998 | Fair | Fair | Satisfactory | Good | 10 | 61.3 |
June 1997 | Fair | Fair | Satisfactory | Good | 10 | 61.3 |
April 1996 | Fair | Fair | Satisfactory | Satisfactory | 10 | 62.3 |
March 1995 | Good | Good | Good | Good | 10 | 63.3 |
March 1994 | Fair | Satisfactory | Good | Good | 10 | 63.3 |
December 1992 | Good | Good | Good | Good | 10 | 63.3 |
December 1991 | Good | Good | Very Good | Good | 10 | 63.3 |