Share: 
TR-492 over PUNCHEON CREEK
Map
Coordinates:
+38.37087, -88.75614
38°22'15" N, 88°45'22" W
+38.37087, -88.75614
38°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1146337
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1146337