FM over UPPER IOWA RIVER
Map
Coordinates:
+43.46473, -92.0393843°27'53" N, 92°02'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM over UPPER IOWA RIVER |
Structure number: | 000000000349860 |
Location: | 100102105 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 151.9 ft. [46.3 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Vertical clearance above deck: | 18.4 ft. [5.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1913 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
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: March 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 40 [as of 2017] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 26.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Poor | Satisfactory | Poor | Fair | 40 | 26.2 |
April 2015 | Poor | Satisfactory | Poor | Fair | 45 | 26.2 |
March 2013 | Poor | Satisfactory | Poor | Fair | 45 | 26.2 |
March 2011 | Poor | Satisfactory | Poor | Fair | 45 | 26.2 |
March 2009 | Poor | Satisfactory | Poor | Fair | 25 | 26.2 |
March 2007 | Fair | Satisfactory | Fair | Fair | 25 | 26.2 |
June 2005 | Fair | Satisfactory | Fair | Fair | 25 | 26.2 |
April 2003 | Fair | Satisfactory | Fair | Fair | 70 | 26.1 |
March 2002 | Fair | Fair | Fair | Fair | 70 | 25.1 |
May 2001 | Fair | Fair | Fair | Fair | 70 | 25.1 |
March 1999 | Poor | Fair | Fair | Poor | 70 | 25.1 |
April 1997 | Fair | Fair | Fair | Fair | 50 | 25.2 |
November 1994 | Fair | Fair | Fair | Fair | 50 | 25.3 |
May 1993 | Fair | Fair | Fair | Fair | 50 | 26.0 |
July 1992 | Fair | Fair | Fair | Fair | 50 | 26.0 |
May 1991 | Fair | Satisfactory | Satisfactory | Fair | 50 | 38.2 |