CR 50N over Little VERMILION River
Map
Coordinates:
+39.89140, -87.4334239°53'29" N, 87°26'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 50N over Little VERMILION River |
Structure number: | 8300038 |
Location: | 00.50 E of SR 71 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 176.5 ft. [53.8 m] |
Total length: | 205.4 ft. [62.6 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 13.1 ft. [4.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1885 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 233 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 44.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $584,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 233 | 44.9 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 229 | 44.9 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 226 | 46.9 |
August 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 222 | 46.7 |
September 2009 | Fair | Good | Satisfactory | Satisfactory | 215 | 48.7 |
September 2007 | Fair | Good | Satisfactory | Satisfactory | 215 | 48.7 |
August 2004 | Fair | Good | Satisfactory | Satisfactory | 210 | 48.7 |
July 2002 | Fair | Good | Satisfactory | Satisfactory | 207 | 48.7 |
June 2000 | Fair | Good | Satisfactory | Satisfactory | 200 | 37.2 |
May 1998 | Fair | Good | Satisfactory | Satisfactory | 200 | 37.2 |
June 1996 | Fair | Good | Satisfactory | Satisfactory | 200 | 42.2 |
April 1994 | Fair | Good | Satisfactory | Satisfactory | 200 | 42.2 |
January 1992 | Fair | Good | Satisfactory | Satisfactory | 200 | 44.2 |
November 1989 | Good | Good | Good | Good | 200 | 38.0 |