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TR 446 7.5 E over WOLF CREEK
Map
Coordinates:
+39.97018, -89.51205
39°58'13" N, 89°30'43" W
+39.97018, -89.51205
39°58'13" N, 89°30'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TR 446 7.5 E over WOLF CREEK |
| Structure number: | 084319600000000 |
| Old structure number: | 000084319618671 (from 1992 edition) |
| Location: | 1.5 NE WILLIAMSVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 39.0 ft. [11.9 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 13.8 ft. [4.2 m] |
| Deck width edge-to-edge: | 13.8 ft. [4.2 m] |
| Owner: | Town or Township Highway Agency [03] |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 125 [as of 2017] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 47.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | Satisfactory | Fair | Satisfactory | 125 | 47.1 |
| March 2015 | Fair | Satisfactory | Fair | Satisfactory | 50 | 54.2 |
| April 2013 | Fair | Satisfactory | Fair | Satisfactory | 50 | 54.2 |
| March 2011 | Fair | Fair | Fair | Satisfactory | 50 | 55.8 |
| February 2009 | Fair | Satisfactory | Fair | Satisfactory | 50 | 56.8 |
| February 2007 | Fair | Good | Satisfactory | Good | 50 | 66.8 |
| April 2005 | Fair | Good | Satisfactory | Good | 50 | 66.8 |
| March 2003 | Fair | Good | Satisfactory | Good | 50 | 66.8 |
| February 2001 | Fair | Good | Satisfactory | Very Good | 50 | 66.8 |
| April 1999 | Fair | Good | Satisfactory | Very Good | 50 | 66.8 |
| December 1996 | Fair | Good | Satisfactory | Very Good | 75 | 66.8 |
| December 1994 | Fair | Good | Satisfactory | Very Good | 75 | 66.8 |
| December 1992 | Fair | Good | Satisfactory | Very Good | 75 | 66.8 |
| March 1991 | Fair | Good | Satisfactory | Very Good | 75 | 66.8 |
© 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/1157357
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1157357