237 ST over EAST FORK VERMILLION RV
Map
Coordinates:
+43.93525, -97.2909143°56'07" N, 97°17'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 237 ST over EAST FORK VERMILLION RV |
Structure number: | 000000040039180 |
Location: | 4.7S & 3.6E WINFRED |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 91 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
August 2015 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
September 2013 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
September 2011 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
July 2009 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
August 2007 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
September 2005 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
October 2003 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
September 2001 | Fair | Fair | Satisfactory | Satisfactory | 91 | 87.2 |
August 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 91 | 81.8 |
September 1997 | Good | Very Good | Good | Good | 91 | 81.8 |
July 1995 | Good | Very Good | Good | Good | 91 | 81.4 |
August 1993 | Good | Very Good | Good | Very Good | 91 | 81.4 |
August 1991 | Good | Very Good | Good | Very Good | 91 | 72.0 |