LOCAL over DOWD CREEK
Map
Coordinates:
+42.20918, -93.0104842°12'33" N, 93°00'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over DOWD CREEK |
Structure number: | 000000000244200 |
Location: | 085190103 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1916 |
Year reconstructed: | 1950 |
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: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 2013] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 24.5 |
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 |
---|
November 2018 | Poor | Poor | Poor | Serious | 15 | 24.5 |
November 2017 | Poor | Poor | Poor | Serious | 15 | 24.5 |
December 2016 | Poor | Poor | Poor | Serious | 15 | 24.5 |
November 2015 | Poor | Poor | Poor | Serious | 15 | 23.5 |
October 2014 | Poor | Poor | Poor | Serious | 15 | 23.5 |
November 2013 | Poor | Poor | Poor | Serious | 15 | 23.5 |
November 2012 | Poor | Poor | Poor | Serious | 10 | 23.5 |
November 2011 | Poor | Poor | Poor | Serious | 10 | 23.5 |
December 2010 | Poor | Poor | Poor | Serious | 10 | 23.5 |
November 2009 | Poor | Poor | Poor | Serious | 10 | 23.5 |
November 2008 | Poor | Poor | Poor | Serious | 10 | 23.5 |
November 2007 | Poor | Poor | Poor | Serious | 10 | 23.5 |
January 2006 | Poor | Poor | Poor | Serious | 10 | 23.5 |
September 2004 | Poor | Poor | Poor | Serious | 10 | 23.5 |
December 2003 | Poor | Poor | Poor | Serious | 30 | 23.4 |
September 2001 | Poor | Poor | Poor | Serious | 30 | 23.4 |
October 1999 | Poor | Poor | Poor | Poor | 30 | 25.4 |
February 1998 | Poor | Poor | Poor | Fair | 30 | 25.2 |
February 1996 | Poor | Poor | Poor | Fair | 15 | 25.2 |
January 1994 | Poor | Fair | Poor | Fair | 15 | 27.2 |
March 1992 | Poor | Fair | Poor | Fair | 15 | 27.2 |
April 1990 | Poor | Fair | Poor | Fair | 15 | 30.8 |