TS AVENUE over PORTAGE RIVER
Map
Coordinates:
+42.16547, -85.4713042°09'56" N, 85°28'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TS AVENUE over PORTAGE RIVER |
Structure number: | 000000000004652 |
Old structure number: | 39310H00006B010 (from 1992 edition) |
Location: | 0.3 MI N OF INDIAN LAKE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1933 |
Year reconstructed: | 1972 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 82 [as of 2007] |
Truck traffic: | 2% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 18.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $487,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Poor | Serious | Fair | 82 | 18.8 |
March 2017 | Poor | Poor | Serious | Fair | 82 | 18.8 |
March 2016 | Poor | Poor | Serious | Fair | 82 | 18.8 |
March 2015 | Poor | Poor | Serious | Satisfactory | 82 | 18.8 |
March 2013 | Poor | Poor | Serious | Satisfactory | 82 | 18.8 |
March 2012 | Poor | Poor | Serious | Satisfactory | 82 | 18.8 |
March 2011 | Poor | Poor | Serious | Satisfactory | 82 | 18.8 |
May 2009 | Poor | Poor | Serious | Satisfactory | 82 | 18.8 |
May 2008 | Poor | Poor | Poor | Satisfactory | 82 | 18.8 |
May 2007 | Poor | Poor | Poor | Satisfactory | 82 | 22.9 |
May 2006 | Poor | Poor | Poor | Satisfactory | 339 | 18.0 |
May 2005 | Poor | Poor | Poor | Satisfactory | 383 | 22.6 |
May 2003 | Poor | Poor | Poor | Satisfactory | 376 | 24.0 |
December 2002 | Poor | Poor | Poor | Satisfactory | 376 | 24.0 |
December 2001 | Poor | Poor | Poor | Satisfactory | 381 | 22.6 |
January 2001 | Poor | Poor | Poor | Satisfactory | 381 | 22.6 |
April 1998 | Poor | Poor | Poor | Satisfactory | 301 | 22.1 |
April 1996 | Poor | Poor | Poor | Satisfactory | 295 | 22.1 |
April 1994 | Poor | Poor | Poor | Satisfactory | 295 | 25.8 |
September 1993 | Poor | Poor | Poor | Satisfactory | 295 | 25.8 |
September 1991 | Poor | Poor | Poor | Good | 153 | 25.2 |