CAMDEN ROAD over W BR ST JOSEPH OF MAUMEE
Map
Coordinates:
+41.75243, -84.7387141°45'09" N, 84°44'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAMDEN ROAD over W BR ST JOSEPH OF MAUMEE |
Structure number: | 000000000003284 |
Old structure number: | 30200006000B010 (from 1992 edition) |
Location: | 0.4 MI E OF CAMDEN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 38.7 ft. [11.8 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 626 [as of 2013] |
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 minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Good | 626 | 96.9 |
November 2016 | Fair | Good | Satisfactory | Good | 626 | 94.1 |
November 2014 | Fair | Good | Satisfactory | Good | 626 | 94.1 |
November 2012 | Fair | Good | Satisfactory | Good | 753 | 90.3 |
November 2010 | Fair | Good | Satisfactory | Good | 753 | 90.3 |
November 2008 | Fair | Good | Satisfactory | Good | 753 | 90.3 |
November 2006 | Fair | Good | Satisfactory | Good | 753 | 90.2 |
January 2005 | Fair | Good | Satisfactory | Good | 995 | 93.2 |
November 2002 | Fair | Good | Satisfactory | Good | 995 | 93.2 |
October 2000 | Fair | Good | Satisfactory | Good | 960 | 93.2 |
November 1998 | Fair | Good | Satisfactory | Good | 960 | 93.2 |
November 1996 | Fair | Good | Satisfactory | Good | 840 | 95.8 |
November 1994 | Good | Good | Very Good | Very Good | 840 | 88.7 |
November 1992 | Good | Good | Very Good | Very Good | 840 | 88.7 |
November 1990 | Good | Good | Very Good | Very Good | 985 | 87.6 |