LOCAL over MIDDLE RACCOON RIVER
Map
Coordinates:
+41.96075, -94.7786941°57'39" N, 94°46'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over MIDDLE RACCOON RIVER |
Structure number: | 000000000094470 |
Location: | 083343503 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1914 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
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: | Gravel [8] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 2016] |
Deck condition: | Poor [4 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 corrrective action [3] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 30.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Poor | Fair | Fair | 15 | 30.1 |
May 2016 | Poor | Poor | Fair | Fair | 35 | 30.1 |
May 2014 | Fair | Fair | Fair | Fair | 35 | 32.1 |
May 2012 | Fair | Fair | Fair | Fair | 35 | 34.1 |
May 2010 | Fair | Fair | Fair | Fair | 35 | 47.4 |
June 2008 | Poor | Fair | Fair | Poor | 35 | 32.4 |
July 2007 | Poor | Fair | Fair | Poor | 35 | 32.6 |
March 2006 | Poor | Fair | Fair | Poor | 35 | 32.6 |
May 2005 | Poor | Satisfactory | Fair | Poor | 35 | 33.6 |
January 2003 | Fair | Good | Satisfactory | Fair | 35 | 48.6 |
November 2001 | Fair | Satisfactory | Fair | Fair | 35 | 48.6 |
December 2000 | Fair | Good | Fair | Fair | 35 | 48.6 |
December 1998 | Fair | Good | Fair | Good | 30 | 48.4 |
October 1996 | Fair | Good | Fair | Good | 30 | 48.4 |
November 1994 | Fair | Good | Fair | Good | 30 | 48.5 |
November 1993 | Fair | Good | Fair | Good | 30 | 48.9 |
May 1993 | Fair | Good | Fair | Good | 30 | 48.9 |
November 1992 | Fair | Satisfactory | Satisfactory | Good | 30 | 37.1 |
March 1991 | Fair | Satisfactory | Satisfactory | Good | 10 | 37.1 |