OLD-27 over NOTTAWA CREEK
Map
Coordinates:
+42.16485, -84.9622942°09'53" N, 84°57'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD-27 over NOTTAWA CREEK |
Structure number: | 000000000001327 |
Old structure number: | 13200088000B030 (from 1992 edition) |
Location: | FREDONIA TWP SEC 35 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 1,797 [as of 1995] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 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 corrrective action [3] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 36.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Fair | Serious | Fair | 1797 | 36.0 |
September 2017 | Poor | Fair | Serious | Fair | 1797 | 36.0 |
September 2016 | Poor | Fair | Serious | Fair | 1797 | 36.0 |
September 2015 | Poor | Satisfactory | Serious | Fair | 1797 | 43.5 |
September 2014 | Poor | Fair | Serious | Fair | 1797 | 35.6 |
September 2013 | Poor | Fair | Serious | - | 1797 | 39.2 |
September 2012 | Poor | Fair | Serious | Poor | 1797 | 39.2 |
September 2011 | Poor | Fair | Serious | Poor | 1797 | 39.2 |
September 2009 | Poor | Fair | Serious | Poor | 1797 | 45.9 |
September 2008 | Poor | Fair | Serious | Poor | 1797 | 45.9 |
October 2007 | Poor | Fair | Serious | Fair | 1797 | 45.9 |
September 2006 | Poor | Fair | Serious | Fair | 1797 | 45.6 |
September 2005 | Poor | Fair | Serious | Fair | 1797 | 45.6 |
September 2003 | Poor | Fair | Poor | Fair | 1797 | 63.6 |
November 2001 | Poor | Fair | Poor | Poor | 1797 | 61.6 |
November 1999 | Poor | Fair | Poor | Poor | 1797 | 68.2 |
December 1997 | Poor | Fair | Poor | Poor | 1797 | 60.8 |
December 1995 | Fair | Good | Fair | Good | 1797 | 78.3 |
December 1993 | Fair | Good | Fair | Good | 1797 | 85.6 |
December 1991 | Fair | Good | Fair | Good | 1779 | 86.2 |
November 1989 | Fair | Good | Satisfactory | Good | 1890 | 97.3 |