M-99 (SUPERIOR ST) over S BR KALAMAZOO RIVER
Map
Coordinates:
+42.23619, -84.7530942°14'10" N, 84°45'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-99 (SUPERIOR ST) over S BR KALAMAZOO RIVER |
Structure number: | 000000000001287 |
Old structure number: | 13113092000B010 (from 1992 edition) |
Location: | S LTS OF ALBION |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 68.2 ft. [20.8 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 45.6 ft. [13.9 m] |
Deck width edge-to-edge: | 54.8 ft. [16.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 2011 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,620 [as of 2011] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Satisfactory | Good | 1620 | 94.5 |
September 2015 | Good | Good | Very Good | Good | 1620 | 94.5 |
September 2013 | Good | Good | Very Good | Good | 1620 | 94.5 |
December 2011 | Good | Good | Excellent | Excellent | 1620 | 94.5 |
September 2011 | Good | Excellent | - | - | 1620 | 94.5 |
September 2009 | Poor | Poor | Poor | Fair | 5098 | 56.0 |
September 2007 | Poor | Poor | Poor | Satisfactory | 4159 | 56.5 |
September 2005 | Poor | Poor | Fair | Satisfactory | 4159 | 73.1 |
September 2003 | Fair | Fair | Fair | Satisfactory | 5500 | 75.0 |
September 2001 | Fair | Fair | Satisfactory | Satisfactory | 5500 | 85.2 |
December 2000 | Fair | Fair | Satisfactory | Good | 5500 | 82.2 |
August 1997 | Fair | Fair | Good | Good | 5500 | 82.2 |
June 1995 | Fair | Fair | Good | Good | 4200 | 82.3 |
April 1993 | Fair | Fair | Good | Good | 4200 | 82.3 |
April 1991 | Fair | Fair | Good | Good | 4200 | 94.4 |