LOCAL over BRUSHY FORK CREEK
Map
Coordinates:
+41.93858, -94.8601941°56'19" N, 94°51'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over BRUSHY FORK CREEK |
Structure number: | 000000000093200 |
Location: | 082340602 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 92.9 ft. [28.3 m] |
Roadway width between curbs: | 19.7 ft. [6.0 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Year reconstructed: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2016] |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 67.4 |
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 | Fair | Fair | Fair | Fair | 60 | 67.4 |
May 2016 | Fair | Fair | Fair | Fair | 60 | 67.4 |
May 2014 | Fair | Fair | Fair | Fair | 60 | 67.4 |
May 2012 | Fair | Fair | Fair | Fair | 60 | 67.4 |
May 2010 | Fair | Fair | Fair | Fair | 60 | 67.2 |
June 2008 | Fair | Fair | Fair | Fair | 60 | 67.2 |
June 2007 | Fair | Satisfactory | Satisfactory | Fair | 60 | 69.4 |
March 2006 | Fair | Satisfactory | Satisfactory | Fair | 60 | 69.4 |
May 2005 | Fair | Satisfactory | Satisfactory | Fair | 60 | 69.4 |
November 2003 | Fair | Satisfactory | Satisfactory | Fair | 60 | 69.4 |
November 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 79.1 |
April 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 79.1 |
December 1998 | Fair | Good | Good | Satisfactory | 70 | 78.7 |
October 1996 | Fair | Good | Good | Satisfactory | 70 | 78.7 |
November 1994 | Fair | Good | Good | Satisfactory | 70 | 78.7 |
November 1993 | Fair | Good | Good | Satisfactory | 70 | 78.7 |
May 1993 | Fair | Good | Good | Satisfactory | 70 | 78.7 |
December 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 79.7 |
March 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 79.7 |