45860 278 ST over VERMILLION RV
Map
Coordinates:
+43.35879, -97.0313843°21'32" N, 97°01'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 45860 278 ST over VERMILLION RV |
Structure number: | 000000063186100 |
Location: | 1S & 2.3W CHANCELLOR |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.5 ft. [9.3 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 65 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 38.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $730,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Poor | Satisfactory | Serious | Poor | 65 | 38.9 |
September 2015 | Poor | Satisfactory | Serious | Poor | 65 | 38.9 |
September 2013 | Poor | Satisfactory | Serious | Poor | 65 | 38.9 |
September 2011 | Poor | Satisfactory | Serious | Poor | 65 | 38.9 |
October 2009 | Poor | Satisfactory | Serious | Poor | 65 | 38.9 |
August 2007 | Poor | Satisfactory | Serious | Poor | 65 | 38.9 |
August 2006 | Poor | Satisfactory | Serious | Poor | 65 | 38.9 |
July 2004 | Poor | Good | Serious | Fair | 65 | 38.9 |
June 2002 | Poor | Good | Serious | Fair | 65 | 38.9 |
August 2000 | Poor | Satisfactory | Fair | Poor | 65 | 50.3 |
August 1998 | Poor | Serious | Fair | Poor | 65 | 48.3 |
June 1996 | Fair | Satisfactory | Good | Satisfactory | 65 | 76.4 |
June 1994 | Fair | Satisfactory | Good | Satisfactory | 65 | 76.2 |
June 1992 | Fair | Good | Good | Satisfactory | 65 | 76.2 |
May 1990 | Fair | Good | Good | Satisfactory | 65 | 76.2 |