TR-492 over PUNCHEON CREEK
Map
Coordinates:
+38.37087, -88.7561438°22'15" N, 88°45'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR-492 over PUNCHEON CREEK |
Structure number: | 041314300000000 |
Old structure number: | 000041314309857 (from 1992 edition) |
Location: | 2.5 MI NNW BLUFORD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 16.4 ft. [5.0 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1909 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Other [00] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 75 [as of 2016] |
Truck traffic: | 9% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 74.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $100,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 74.2 |
January 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 74.2 |
February 2014 | Fair | Satisfactory | Fair | Satisfactory | 100 | 63.2 |
February 2012 | Fair | Satisfactory | Fair | Satisfactory | 100 | 66.2 |
February 2010 | Fair | Satisfactory | Fair | Satisfactory | 125 | 66.2 |
January 2008 | Fair | Satisfactory | Fair | Satisfactory | 125 | 66.2 |
February 2006 | Fair | Satisfactory | Fair | Satisfactory | 150 | 66.1 |
February 2004 | Fair | Satisfactory | Fair | Satisfactory | 150 | 62.1 |
March 2002 | Fair | Satisfactory | Fair | Satisfactory | 150 | 62.1 |
January 2000 | Fair | Satisfactory | Fair | Satisfactory | 100 | 62.2 |
2000 | Fair | Satisfactory | Fair | Satisfactory | 100 | 62.2 |
February 1998 | Fair | Satisfactory | Fair | Satisfactory | 100 | 62.2 |
February 1996 | Fair | Satisfactory | Fair | Satisfactory | 125 | 62.0 |
January 1994 | Fair | Satisfactory | Fair | Satisfactory | 125 | 62.0 |
February 1992 | Fair | Good | Satisfactory | Satisfactory | 29 | 73.1 |