CONCORD ROAD over S BR KALAMAZOO RIVER
Map
Coordinates:
+42.05426, -84.6514642°03'15" N, 84°39'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CONCORD ROAD over S BR KALAMAZOO RIVER |
Structure number: | 000000000003316 |
Old structure number: | 30200074000B010 (from 1992 edition) |
Location: | 0.8 MI N OF LITCHFIELD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1910 |
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: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,189 [as of 2013] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 73.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Satisfactory | 2189 | 73.4 |
November 2016 | Fair | Fair | Fair | Satisfactory | 2189 | 73.4 |
November 2014 | Fair | Fair | Fair | Satisfactory | 2189 | 68.6 |
November 2012 | Poor | Poor | Poor | Satisfactory | 2706 | 46.0 |
November 2010 | Poor | Serious | Poor | Good | 2706 | 43.9 |
November 2008 | Poor | Serious | Poor | Good | 2706 | 43.9 |
November 2006 | Poor | Poor | Poor | Good | 2706 | 45.6 |
January 2005 | Poor | Poor | Poor | Satisfactory | 2940 | 45.5 |
October 2002 | Poor | Poor | Poor | Satisfactory | 2860 | 45.5 |
November 2000 | Poor | Poor | Serious | Fair | 2860 | 9.6 |
November 1998 | Poor | Fair | Poor | Fair | 2860 | 44.2 |
November 1996 | Poor | Satisfactory | Poor | Satisfactory | 2610 | 39.9 |
November 1994 | Good | Good | Good | Good | 2610 | 86.6 |
November 1992 | Good | Good | Good | Good | 2610 | 86.6 |
November 1990 | Good | Good | Good | Good | 1850 | 84.9 |