MOSHERVILLE ROAD over S BR KALAMAZOO RIVER
Map
Coordinates:
+42.05816, -84.6790942°03'29" N, 84°40'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MOSHERVILLE ROAD over S BR KALAMAZOO RIVER |
Structure number: | 000000000003355 |
Old structure number: | 30324H00012B010 (from 1992 edition) |
Location: | 0.1 MI E OF BORDEN ROAD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1947 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 506 [as of 2014] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 74.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Satisfactory | 506 | 74.6 |
November 2016 | Fair | Fair | Fair | Satisfactory | 506 | 74.6 |
November 2014 | Fair | Fair | Fair | Satisfactory | 506 | 74.6 |
November 2012 | Fair | Fair | Fair | Satisfactory | 487 | 74.6 |
November 2010 | Fair | Fair | Fair | Good | 487 | 74.6 |
November 2008 | Fair | Fair | Fair | Good | 487 | 74.6 |
November 2006 | Fair | Fair | Fair | Good | 487 | 74.5 |
January 2005 | Fair | Satisfactory | Fair | Good | 642 | 77.5 |
November 2002 | Fair | Satisfactory | Fair | Good | 541 | 78.6 |
November 2000 | Fair | Satisfactory | Fair | Good | 505 | 75.6 |
November 1998 | Fair | Satisfactory | Fair | Good | 505 | 75.6 |
October 1996 | Fair | Satisfactory | Fair | Good | 430 | 77.1 |
November 1994 | Fair | Very Good | Very Good | Satisfactory | 430 | 94.0 |
November 1992 | Fair | Very Good | Very Good | Satisfactory | 503 | 94.0 |
November 1990 | Fair | Very Good | Very Good | Satisfactory | 503 | 94.0 |