TERRITORIAL ROAD over W BR ST JOSEPH OF MAUMEE
Map
Coordinates:
+41.70848, -84.6918441°42'31" N, 84°41'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TERRITORIAL ROAD over W BR ST JOSEPH OF MAUMEE |
Structure number: | 000000000003277 |
Old structure number: | 30200002000B010 (from 1992 edition) |
Location: | 0.05 MI W OF CARPENTER |
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: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1928 |
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: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 743 [as of 2013] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 21.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Fair | Serious | Satisfactory | 743 | 21.2 |
November 2017 | Poor | Fair | Serious | Satisfactory | 743 | 21.2 |
November 2016 | Poor | Fair | Serious | Satisfactory | 743 | 21.2 |
November 2015 | Poor | Poor | Serious | Satisfactory | 743 | 18.5 |
November 2014 | Poor | Poor | Serious | Satisfactory | 743 | 18.5 |
November 2012 | Poor | Poor | Poor | Satisfactory | 1178 | 28.8 |
November 2010 | Poor | Poor | Serious | Satisfactory | 1178 | 13.1 |
November 2008 | Poor | Poor | Poor | Good | 1178 | 36.6 |
November 2006 | Poor | Poor | Poor | Good | 1178 | 36.4 |
January 2005 | Poor | Serious | Poor | Good | 780 | 36.5 |
October 2002 | Poor | Poor | Poor | Good | 1015 | 34.8 |
October 2000 | Poor | Poor | Poor | Good | 958 | 40.3 |
October 1998 | Poor | Poor | Poor | Good | 958 | 40.3 |
November 1996 | Poor | Satisfactory | Poor | Good | 1280 | 49.5 |
November 1994 | Good | Good | Good | Very Good | 1280 | 75.7 |
November 1992 | Good | Good | Good | Very Good | 1280 | 75.7 |
November 1990 | Good | Good | Good | Very Good | 400 | 78.2 |