15 MI ROAD over KALAMAZOO RIVER
Map
Coordinates:
+42.25178, -84.9882842°15'06" N, 84°59'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 15 MI ROAD over KALAMAZOO RIVER |
Structure number: | 000000000001338 |
Old structure number: | 13200112000B010 (from 1992 edition) |
Location: | MARSHALL TWP SEC 34 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 59.7 ft. [18.2 m] |
Total length: | 119.8 ft. [36.5 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 2,455 [as of 1995] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 81.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2455 | 81.5 |
September 2015 | Good | Good | Good | Good | 2455 | 81.5 |
August 2013 | Good | Good | Good | Good | 2455 | 81.5 |
September 2011 | Good | Good | Good | Good | 2455 | 81.5 |
September 2009 | Good | Good | Good | Good | 2455 | 81.5 |
October 2007 | Good | Good | Good | Good | 2455 | 81.5 |
September 2005 | Good | Good | Good | Good | 2455 | 81.6 |
September 2003 | Good | Good | Good | Good | 2455 | 81.6 |
November 2001 | Good | Good | Good | Good | 2455 | 81.6 |
November 1999 | Fair | Satisfactory | Satisfactory | Good | 2455 | 81.6 |
December 1997 | Fair | Satisfactory | Satisfactory | Good | 2455 | 81.6 |
January 1996 | Good | Good | Good | Very Good | 2455 | 77.8 |
February 1994 | Good | Good | Good | Very Good | 2455 | 82.1 |
December 1991 | Good | Good | Good | Very Good | 2431 | 82.4 |
December 1989 | Fair | Fair | Good | Very Good | 3171 | 75.4 |