TECUMSEH ST over MAUMEE RIVER
Map
Coordinates:
+41.08478, -85.1222541°05'05" N, 85°07'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TECUMSEH ST over MAUMEE RIVER |
Structure number: | 0200267 |
Location: | 00.10 S OF EDGEWATER AVE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 302.2 ft. [92.1 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1913 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,235 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Good | Satisfactory | 4235 | 78.2 |
June 2016 | Fair | Satisfactory | Satisfactory | Fair | 4025 | 66.1 |
June 2014 | Fair | Satisfactory | Satisfactory | Fair | 4025 | 66.1 |
June 2012 | Fair | Good | Satisfactory | Fair | 4000 | 65.1 |
August 2010 | Poor | Good | Poor | Poor | 4000 | 49.1 |
June 2008 | Poor | Poor | Serious | Serious | 4159 | 19.2 |
July 2006 | Poor | Poor | Serious | Serious | 3901 | 19.4 |
April 2004 | Poor | Poor | Serious | Serious | 3659 | 19.7 |
April 2002 | Poor | Poor | Serious | Serious | 3432 | 19.9 |
March 1999 | Poor | Fair | Poor | Poor | 2945 | 41.4 |
April 1997 | Poor | Fair | Poor | Poor | 2945 | 41.4 |
August 1995 | Poor | Fair | Poor | Poor | 2600 | 47.0 |
July 1993 | Poor | Satisfactory | Poor | Fair | 2600 | 47.1 |
March 1991 | Poor | Satisfactory | Poor | Fair | 2600 | 54.3 |