TR 384 ANGUS RD over WILLS CREEK
Map
Coordinates:
+40.13381, -81.5787340°08'02" N, 81°34'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR 384 ANGUS RD over WILLS CREEK |
Structure number: | 3031209 |
Location: | 2 MI S SR 541 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 101.1 ft. [30.8 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 209 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 55.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Fair | 209 | 55.2 |
August 2017 | Fair | Fair | Fair | Fair | 209 | 55.2 |
November 2016 | Fair | Fair | Fair | Fair | 209 | 54.6 |
August 2015 | Fair | Fair | Fair | Fair | 50 | 54.8 |
September 2014 | Fair | Fair | Fair | Fair | 50 | 73.5 |
September 2013 | Fair | Fair | Satisfactory | Fair | 50 | 54.8 |
June 2012 | Fair | Satisfactory | Satisfactory | Fair | 50 | 55.8 |
August 2011 | Fair | Satisfactory | Satisfactory | Fair | 50 | 55.8 |
March 2011 | Fair | Satisfactory | Satisfactory | Fair | 50 | 55.8 |
July 2009 | Fair | Satisfactory | Satisfactory | Fair | 50 | 70.4 |
May 2008 | Fair | Satisfactory | Satisfactory | Fair | 50 | 70.4 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 81.4 |
May 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 81.4 |
June 2005 | Fair | Fair | Fair | Satisfactory | 50 | 69.4 |
May 2004 | Fair | Fair | Fair | Fair | 50 | 69.4 |
June 2003 | Fair | Satisfactory | Fair | Fair | 50 | 70.4 |
May 2002 | Poor | Poor | Satisfactory | Good | 50 | 78.4 |
April 2000 | Fair | Satisfactory | Good | Good | 50 | 81.4 |
May 1999 | Fair | Satisfactory | Good | Good | 50 | 81.4 |
April 1997 | Fair | Satisfactory | Good | Good | 50 | 81.4 |
April 1996 | Fair | Fair | Satisfactory | Good | 50 | 80.4 |
July 1994 | Fair | Satisfactory | Good | Very Good | 50 | 82.0 |
October 1992 | Fair | Satisfactory | Satisfactory | Good | 50 | 82.0 |
May 1991 | Good | Good | Good | Good | 50 | 82.0 |