LOCAL over CREEK
Map
Coordinates:
+41.56232, -94.8924641°33'44" N, 94°53'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over CREEK |
Structure number: | 000000000066720 |
Location: | 078351601 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 35 [as of 2012] |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 70.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Fair | Fair | 35 | 70.4 |
November 2015 | Fair | Satisfactory | Fair | Fair | 35 | 71.4 |
November 2013 | Fair | Satisfactory | Fair | Fair | 35 | 71.4 |
October 2011 | Fair | Satisfactory | Fair | Fair | 35 | 71.4 |
October 2009 | Fair | Satisfactory | Fair | Fair | 35 | 71.1 |
February 2008 | Fair | Satisfactory | Fair | Fair | 35 | 71.5 |
January 2006 | Fair | Satisfactory | Fair | Fair | 35 | 71.5 |
July 2004 | Fair | Satisfactory | Fair | Fair | 70 | 71.5 |
January 2002 | Fair | Satisfactory | Fair | Fair | 70 | 71.5 |
May 2000 | Fair | Satisfactory | Fair | Fair | 70 | 71.5 |
April 1998 | Fair | Satisfactory | Fair | Fair | 70 | 71.5 |
May 1996 | Fair | Satisfactory | Fair | Fair | 70 | 71.5 |
February 1994 | Good | Good | Good | Good | 70 | 82.5 |
April 1992 | Good | Very Good | Very Good | Very Good | 70 | 82.5 |
May 1990 | Good | Very Good | Very Good | Very Good | 70 | 82.5 |