TERRITORIAL ROAD over W BR ST JOSEPH OF MAUMEE
Map
Coordinates:
+41.70849, -84.6894841°42'31" N, 84°41'22" 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: | 000000000003278 |
Old structure number: | 30200002000B020 (from 1992 edition) |
Location: | 0.02 MI E OF CARPENTER |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Skew angle: | 35° |
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: | 808 [as of 2013] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 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: | 36.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Fair | Poor | Satisfactory | 808 | 36.3 |
November 2017 | Poor | Fair | Poor | Satisfactory | 808 | 36.3 |
November 2016 | Poor | Fair | Poor | Satisfactory | 808 | 36.3 |
November 2014 | Poor | Fair | Poor | Satisfactory | 808 | 36.5 |
November 2012 | Poor | Fair | Poor | Satisfactory | 1165 | 33.5 |
November 2010 | Poor | Fair | Serious | Good | 1165 | 12.1 |
November 2008 | Poor | Fair | Poor | Good | 1165 | 39.0 |
November 2006 | Poor | Fair | Poor | Good | 1165 | 38.8 |
January 2005 | Poor | Poor | Poor | Good | 861 | 42.1 |
October 2002 | Poor | Poor | Poor | Good | 1340 | 39.0 |
October 2000 | Poor | Poor | Poor | Good | 1270 | 41.8 |
October 1998 | Poor | Fair | Poor | Good | 1270 | 43.9 |
November 1996 | Poor | Good | Poor | Good | 1340 | 48.7 |
November 1994 | Good | Very Good | Good | Very Good | 1340 | 76.8 |
November 1992 | Good | Very Good | Good | Very Good | 1340 | 76.8 |
November 1990 | Good | Very Good | Good | Very Good | 450 | 79.6 |