VIROTSKO Rd over WEISNOR Creek
Map
Coordinates:
+39.67120, -87.2651039°40'16" N, 87°15'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VIROTSKO Rd over WEISNOR Creek |
Structure number: | 6100041 |
Location: | 00.80 SW of CATLIN Rd |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
Year reconstructed: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 164 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Good | 164 | 81.1 |
April 2016 | Fair | Satisfactory | Satisfactory | Good | 164 | 81.1 |
May 2014 | Fair | Satisfactory | Satisfactory | Good | 161 | 81.1 |
April 2012 | Fair | Satisfactory | Satisfactory | Good | 159 | 81.1 |
June 2010 | Fair | Satisfactory | Satisfactory | Good | 156 | 74.4 |
August 2008 | Fair | Satisfactory | Satisfactory | Very Good | 153 | 70.4 |
April 2006 | Fair | Satisfactory | Fair | Very Good | 147 | 55.4 |
June 2004 | Fair | Satisfactory | Fair | Very Good | 147 | 56.9 |
June 2002 | Fair | Satisfactory | Satisfactory | Very Good | 143 | 65.2 |
June 2000 | Fair | Satisfactory | Satisfactory | Very Good | 143 | 65.4 |
July 1999 | Good | Good | Good | Very Good | 138 | 65.2 |
June 1998 | Poor | Good | Good | Poor | 138 | 42.2 |
June 1996 | Poor | Good | Good | Poor | 138 | 60.0 |
July 1994 | Fair | Very Good | Good | Satisfactory | 131 | 85.8 |
June 1992 | Good | Very Good | Very Good | Good | 131 | 85.8 |
July 1990 | Fair | Very Good | Good | Satisfactory | 100 | 95.5 |