M-49 over ST JOSEPH RIVER
Map
Coordinates:
+41.75908, -84.7575841°45'33" N, 84°45'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-49 over ST JOSEPH RIVER |
Structure number: | 000000000003258 |
Old structure number: | 30130011000B010 (from 1992 edition) |
Location: | NE LIMITS OF CAMDEN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 75.8 ft. [23.1 m] |
Total length: | 75.8 ft. [23.1 m] |
Roadway width between curbs: | 43.0 ft. [13.1 m] |
Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,262 [as of 2007] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Good | 2262 | 98.6 |
May 2016 | Fair | Satisfactory | Satisfactory | Good | 2262 | 98.6 |
May 2014 | Fair | Satisfactory | Satisfactory | Good | 2262 | 98.6 |
May 2012 | Fair | Satisfactory | Good | Good | 2262 | 98.6 |
May 2010 | Good | Good | Good | Good | 2262 | 98.6 |
May 2008 | Fair | Satisfactory | Good | Good | 2262 | 98.6 |
May 2006 | Fair | Satisfactory | Good | Good | 2465 | 98.5 |
May 2004 | Fair | Satisfactory | Good | Good | 2300 | 98.6 |
May 2002 | Fair | Satisfactory | Good | Good | 2300 | 96.6 |
June 2000 | Fair | Satisfactory | Good | Good | 2300 | 98.6 |
October 1998 | Fair | Satisfactory | Good | Very Good | 2300 | 98.6 |
October 1996 | Fair | Satisfactory | Satisfactory | Very Good | 2300 | 98.6 |
November 1994 | Fair | Satisfactory | Very Good | Good | 1500 | 99.1 |
May 1992 | Fair | Satisfactory | Very Good | Very Good | 1500 | 99.1 |
June 1990 | Fair | Satisfactory | Very Good | Very Good | 1500 | 99.1 |