Share: 
TR-450 over NORTH FORK CREEK
Map
Coordinates:
+38.83810, -88.88200
38°50'17" N, 88°52'55" W
+38.83810, -88.88200
38°50'17" N, 88°52'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TR-450 over NORTH FORK CREEK |
| Structure number: | 026320900000000 |
| Old structure number: | 000026320906491 (from 1992 edition) |
| Location: | 5 MI W FARINA |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 16.7 ft. [5.1 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 21.0 ft. [6.4 m] |
| Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1940 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2008] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 60.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $94,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Poor | Good | Good | Poor | 50 | 60.1 |
| January 2017 | Fair | Good | Good | Fair | 50 | 76.1 |
| January 2015 | Fair | Good | Good | Fair | 50 | 76.1 |
| February 2013 | Fair | Good | Good | Fair | 50 | 79.1 |
| February 2011 | Fair | Good | Good | Fair | 50 | 79.5 |
| January 2009 | Fair | Good | Good | Fair | 50 | 79.5 |
| January 2007 | Fair | Fair | Good | Fair | 59 | 78.5 |
| February 2005 | Fair | Fair | Good | Fair | 59 | 78.5 |
| January 2003 | Fair | Fair | Good | Fair | 29 | 78.5 |
| January 2001 | Poor | Fair | Poor | Fair | 39 | 62.5 |
| February 1999 | Poor | Fair | Poor | Fair | 39 | 62.5 |
| February 1997 | Poor | Fair | Poor | Fair | 59 | 21.8 |
| January 1995 | Poor | Fair | Poor | Fair | 59 | 23.8 |
| January 1993 | Fair | Fair | Fair | Fair | 59 | 36.3 |
| January 1991 | Fair | Fair | Fair | Fair | 59 | 36.3 |
© 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/1142679
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1142679