PITTSFORD ROAD over E BR ST JOSEPH OF MAUMEE
Map
Coordinates:
+41.83610, -84.4772441°50'10" N, 84°28'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PITTSFORD ROAD over E BR ST JOSEPH OF MAUMEE |
Structure number: | 000000000003309 |
Old structure number: | 30200051000B030 (from 1992 edition) |
Location: | 0.2 MI N OF SKUSE ROAD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 76.8 ft. [23.4 m] |
Total length: | 77.8 ft. [23.7 m] |
Roadway width between curbs: | 35.1 ft. [10.7 m] |
Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 447 [as of 2013] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Good | Very Good | 447 | 99.9 |
November 2016 | Fair | Satisfactory | Good | Very Good | 447 | 99.9 |
November 2014 | Good | Good | Good | Very Good | 447 | 99.9 |
November 2012 | Good | Very Good | Good | Very Good | 463 | 99.9 |
November 2010 | Good | Very Good | Very Good | Very Good | 463 | 99.9 |
November 2008 | Good | Very Good | Very Good | Very Good | 463 | 99.9 |
November 2006 | Good | Very Good | Good | Very Good | 463 | 99.9 |
January 2005 | Good | Very Good | Very Good | Very Good | 670 | 99.8 |
November 2002 | Good | Very Good | Very Good | Very Good | 670 | 99.8 |
November 2000 | Good | Very Good | Very Good | Very Good | 610 | 99.8 |
November 1998 | Good | Very Good | Very Good | Very Good | 610 | 99.8 |
October 1996 | Good | Excellent | Excellent | Excellent | 970 | 99.6 |
November 1994 | Good | Very Good | Very Good | Very Good | 970 | 97.4 |
November 1992 | Poor | Good | Poor | Fair | 970 | 53.6 |
December 1990 | Poor | Good | Poor | Fair | 380 | 60.2 |