LOCAL over DD 80
Map
Coordinates:
+43.06759, -94.5645943°04'03" N, 94°33'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over DD 80 |
Structure number: | 000000000269240 |
Location: | 095321203 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 64.0 ft. [19.5 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2015] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 31.9 |
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 |
---|
May 2018 | Poor | Fair | Fair | Poor | 50 | 31.9 |
May 2016 | Poor | Fair | Fair | Poor | 50 | 31.9 |
May 2014 | Poor | Fair | Fair | Poor | 50 | 31.9 |
May 2012 | Poor | Fair | Fair | Poor | 50 | 31.9 |
August 2010 | Poor | Fair | Fair | Poor | 50 | 31.9 |
August 2008 | Poor | Fair | Fair | Poor | 50 | 31.9 |
July 2007 | Poor | Excellent | Fair | Poor | 50 | 32.9 |
August 2005 | Poor | Satisfactory | Fair | Poor | 50 | 32.9 |
July 2003 | Poor | Satisfactory | Fair | Poor | 50 | 32.9 |
June 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 66.9 |
June 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 66.9 |
March 2000 | Good | Good | Good | Good | 50 | 66.9 |
August 1999 | Good | Good | Good | Good | 25 | 69.9 |
August 1998 | Good | Good | Good | Good | 25 | 69.9 |
August 1997 | Good | Good | Good | Good | 25 | 69.9 |
August 1996 | Good | Good | Good | Good | 25 | 69.9 |
May 1995 | Good | Good | Good | Good | 25 | 69.9 |
August 1994 | Good | Good | Good | Good | 25 | 69.9 |
August 1993 | Good | Good | Good | Good | 25 | 69.9 |
April 1991 | Good | Good | Good | Good | 40 | 73.6 |