GENESEE ROAD over ST JOSEPH RIVER
Map
Coordinates:
+41.99981, -84.6854441°59'59" N, 84°41'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GENESEE ROAD over ST JOSEPH RIVER |
Structure number: | 000000000003333 |
Old structure number: | 30316F00001B010 (from 1992 edition) |
Location: | 0.3 MILE E OF BUNN ROAD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Very Good | Very Good | 150 | 99.0 |
November 2016 | Good | Good | Very Good | Very Good | 150 | 99.0 |
November 2014 | Good | Good | Very Good | Very Good | 150 | 99.0 |
November 2012 | Good | Very Good | Very Good | Very Good | 134 | 99.0 |
November 2010 | Good | Very Good | Very Good | Very Good | 134 | 99.0 |
November 2008 | Good | Very Good | Very Good | Very Good | 134 | 99.0 |
November 2006 | Good | Very Good | Very Good | Very Good | 134 | 99.0 |
January 2005 | Good | Very Good | Excellent | Very Good | 136 | 99.0 |
November 2002 | Poor | Poor | Serious | Critical | 176 | 31.2 |
November 2000 | Poor | Poor | Serious | Critical | 164 | 31.2 |
November 1998 | Poor | Poor | Serious | Critical | 164 | 31.2 |
November 1996 | Poor | Fair | Poor | Critical | 150 | 33.2 |
November 1994 | Poor | Good | Satisfactory | Critical | 150 | 35.8 |
November 1992 | Poor | Good | Satisfactory | Critical | 150 | 35.8 |
November 1990 | Poor | Good | Satisfactory | Critical | 120 | 35.8 |