N ALBION STREET over KALAMAZOO RIVER
Map
Coordinates:
+42.24758, -84.7621942°14'51" N, 84°45'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N ALBION STREET over KALAMAZOO RIVER |
Structure number: | 000000000001396 |
Old structure number: | 134007400120B01 (from 1992 edition) |
Location: | 6 BLOCKS WEST OF M-99 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 64.0 ft. [19.5 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1935 |
Year reconstructed: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 900 [as of 2010] |
Truck traffic: | 12% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 40.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $345,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Serious | Poor | Poor | 900 | 40.4 |
August 2017 | Poor | Serious | Poor | Poor | 900 | 40.4 |
August 2016 | Poor | Serious | Fair | Poor | 900 | 40.4 |
August 2015 | Poor | Serious | Fair | Poor | 900 | 40.4 |
August 2014 | Poor | Poor | Fair | Poor | 900 | 42.4 |
August 2012 | Poor | Poor | Fair | Fair | 900 | 54.5 |
August 2010 | Fair | Fair | Fair | Satisfactory | 900 | 64.3 |
August 2008 | Fair | Fair | Fair | Satisfactory | 4920 | 49.6 |
August 2006 | Fair | Fair | Fair | Good | 4920 | 49.6 |
August 2004 | Fair | Fair | Fair | Good | 4920 | 50.1 |
July 2002 | Fair | Fair | Fair | Good | 4920 | 50.1 |
June 2000 | Fair | Fair | Fair | Satisfactory | 4564 | 50.2 |
June 1998 | Fair | Fair | Fair | Good | 4564 | 59.5 |
July 1996 | Fair | Fair | Fair | Good | 3740 | 53.1 |
June 1994 | Fair | Fair | Fair | Good | 3740 | 28.2 |
November 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 3740 | 73.5 |