LOCAL over BEAVER CREEK
Map
Coordinates:
+42.06359, -94.0964742°03'49" N, 94°05'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over BEAVER CREEK |
Structure number: | 000000000078040 |
Location: | 084282701 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 20 [as of 2011] |
Truck traffic: | 30% of total traffic |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 61.8 |
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 |
---|
April 2018 | Fair | Fair | Fair | Fair | 20 | 61.8 |
June 2016 | Fair | Fair | Fair | Fair | 20 | 61.8 |
May 2014 | Fair | Fair | Fair | Fair | 20 | 61.8 |
May 2012 | Fair | Satisfactory | Fair | Fair | 20 | 62.8 |
May 2010 | Fair | Satisfactory | Fair | Fair | 35 | 62.6 |
May 2008 | Fair | Satisfactory | Fair | Fair | 35 | 62.6 |
June 2006 | Fair | Satisfactory | Fair | Fair | 35 | 62.6 |
June 2004 | Fair | Satisfactory | Fair | Fair | 35 | 62.6 |
May 2002 | Fair | Satisfactory | Fair | Fair | 25 | 62.6 |
March 2000 | Fair | Good | Satisfactory | Fair | 25 | 54.1 |
May 1998 | Fair | Good | Satisfactory | Fair | 25 | 54.1 |
June 1996 | Fair | Good | Satisfactory | Satisfactory | 25 | 64.1 |
May 1994 | Fair | Good | Satisfactory | Satisfactory | 25 | 64.1 |
April 1992 | Good | Good | Good | Good | 25 | 65.1 |
March 1990 | Good | Good | Good | Good | 25 | 65.4 |