SAMPSON ROAD over W BR ST JOSEPH OF MAUMEE
Map
Coordinates:
+41.72353, -84.7089941°43'25" N, 84°42'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SAMPSON ROAD over W BR ST JOSEPH OF MAUMEE |
Structure number: | 000000000003326 |
Old structure number: | 30315A00003B010 (from 1992 edition) |
Location: | 0.05 MI WEST OF GILMORE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 124 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Good | Good | 124 | 97.0 |
November 2016 | Fair | Satisfactory | Good | Good | 124 | 97.0 |
November 2014 | Fair | Satisfactory | Good | Satisfactory | 124 | 97.0 |
November 2012 | Fair | Good | Good | Satisfactory | 130 | 97.0 |
November 2010 | Good | Good | Good | Good | 130 | 97.0 |
November 2008 | Good | Good | Good | Good | 130 | 97.0 |
November 2006 | Good | Good | Good | Good | 130 | 97.0 |
January 2005 | Good | Good | Good | Good | 200 | 95.0 |
October 2002 | Good | Good | Good | Good | 200 | 95.0 |
November 2000 | Good | Good | Good | Good | 194 | 94.9 |
November 1998 | Good | Good | Good | Good | 194 | 94.9 |
November 1996 | Good | Good | Good | Good | 180 | 96.3 |
November 1994 | Good | Good | Very Good | Very Good | 180 | 90.8 |
November 1992 | Good | Very Good | Very Good | Very Good | 250 | 90.7 |
November 1990 | Good | Very Good | Very Good | Very Good | 110 | 90.8 |