CR 500W over WILDCAT Creek
Map
Coordinates:
+40.46773, -86.6171240°28'04" N, 86°37'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 500W over WILDCAT Creek |
Structure number: | 0800014 |
Location: | 00.54 S of CR 500 S |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 43.6 ft. [13.3 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 10.5 ft. [3.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1870 |
Year reconstructed: | 2006 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 81 [as of 2011] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 41.7 |
Estimated cost of work: | $6,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Very Good | Satisfactory | Good | 81 | 41.7 |
December 2016 | Fair | Very Good | Satisfactory | Fair | 81 | 31.6 |
May 2015 | Fair | Very Good | Satisfactory | Fair | 81 | 31.6 |
May 2013 | Fair | Very Good | Satisfactory | Fair | 81 | 31.6 |
June 2011 | Fair | Very Good | Satisfactory | Fair | 81 | 29.4 |
July 2009 | Fair | Very Good | Very Good | Fair | 78 | 29.4 |
July 2007 | Fair | Very Good | Very Good | Fair | 78 | 28.1 |
July 2005 | Poor | Satisfactory | Imminent Failure | Poor | 76 | 18.8 |
May 2003 | Poor | Satisfactory | Poor | Poor | 75 | 18.8 |
May 2001 | Fair | Satisfactory | Satisfactory | Fair | 70 | 18.9 |
February 1999 | Fair | Satisfactory | Satisfactory | Fair | 70 | 17.4 |
February 1997 | Fair | Satisfactory | Good | Fair | 70 | 18.9 |
October 1994 | Poor | Fair | Poor | Fair | 90 | 22.7 |
October 1992 | Poor | Fair | Serious | Satisfactory | 90 | 22.7 |
January 1991 | Poor | Fair | Serious | Satisfactory | 100 | 16.7 |