LOCAL over MIDDLE RIVER
Map
Coordinates:
+41.43875, -94.4034341°26'19" N, 94°24'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over MIDDLE RIVER |
Structure number: | 000000000057910 |
Location: | 077312703 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
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: | Wood or Timber [7] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 10 [as of 2012] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 39.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Fair | Fair | 10 | 39.0 |
May 2015 | Fair | Fair | Fair | Fair | 10 | 39.0 |
May 2013 | Fair | Fair | Fair | Fair | 10 | 39.0 |
May 2011 | Fair | Fair | Fair | Fair | 10 | 39.0 |
May 2009 | Fair | Fair | Fair | Fair | 10 | 34.0 |
May 2008 | Poor | Fair | Critical | Critical | 10 | 34.0 |
July 2007 | Poor | Fair | Serious | Serious | 10 | 34.0 |
July 2006 | Poor | Fair | Serious | Serious | 10 | 34.0 |
August 2005 | Poor | Fair | Serious | Serious | 10 | 34.0 |
May 2004 | Poor | Fair | Serious | Serious | 10 | 34.0 |
June 2003 | Poor | Fair | Serious | Serious | 10 | 34.0 |
May 2002 | Poor | Fair | Serious | Serious | 10 | 34.0 |
July 2001 | Poor | Fair | Serious | Serious | 10 | 34.0 |
August 2000 | Poor | Fair | Serious | Serious | 10 | 34.0 |
April 1999 | Poor | Satisfactory | Serious | Serious | 10 | 35.0 |
May 1998 | Poor | Satisfactory | Serious | Serious | 10 | 35.0 |
January 1997 | Poor | Satisfactory | Serious | Serious | 10 | 35.0 |
June 1996 | Poor | Satisfactory | Serious | Serious | 10 | 35.0 |
April 1994 | Fair | Satisfactory | Fair | Satisfactory | 20 | 35.0 |
June 1992 | Fair | Satisfactory | Good | Satisfactory | 20 | 35.0 |
April 1991 | Fair | Satisfactory | Good | Fair | 20 | 35.0 |