SEVENTH ST over BADGER CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+42.33902, -95.4748242°20'20" N, 95°28'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SEVENTH ST over BADGER CREEK |
Structure number: | 000000000006160 |
Location: | E11700510 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 86.0 ft. [26.2 m] |
Roadway width between curbs: | 21.3 ft. [6.5 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | City or Municipal Highway Agency [04] |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2016
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 550 [as of 2007] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 14.8 |
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 |
---|
March 2016 | - | - | - | - | 550 | 14.8 |
February 2014 | - | - | - | - | 550 | 14.8 |
March 2012 | Poor | Fair | Serious | Poor | 550 | 20.3 |
March 2010 | Poor | Fair | Serious | Poor | 550 | 20.3 |
February 2009 | Poor | Fair | Serious | Poor | 550 | 20.3 |
July 2006 | Poor | Fair | Poor | Poor | 480 | 20.4 |
July 2004 | Fair | Fair | Fair | Satisfactory | 480 | 28.9 |
June 2002 | Poor | Fair | Fair | Serious | 480 | 20.4 |
May 2000 | Poor | Fair | Satisfactory | Poor | 480 | 20.4 |
June 1997 | Fair | Fair | Satisfactory | Satisfactory | 460 | 39.1 |
May 1995 | Fair | Fair | Satisfactory | Satisfactory | 460 | 39.0 |
May 1993 | Fair | Fair | Satisfactory | Satisfactory | 250 | 41.1 |
March 1991 | Fair | Fair | Satisfactory | Satisfactory | 250 | 41.1 |