DODGE STREET over STREAM AI CREEK
Map
Coordinates:
+41.58884, -83.8970141°35'20" N, 83°53'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DODGE STREET over STREAM AI CREEK |
Structure number: | 2635739 |
Location: | VILLAGE OF SWANTON, OH |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 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: | MS 13.5 / HS 15 [3] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,699 [as of 2015] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | Equal to present desirable criteria [8] |
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: | 81.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1699 | 81.2 |
November 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 1699 | 81.2 |
December 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1699 | 81.2 |
October 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 1699 | 81.2 |
October 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1660 | 81.7 |
December 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1660 | 81.2 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1660 | 84.7 |
December 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1660 | 82.7 |
October 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1660 | 82.7 |
October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1660 | 67.6 |
October 2008 | Fair | Satisfactory | Good | Satisfactory | 1660 | 67.6 |
October 2007 | Fair | Satisfactory | Good | Satisfactory | 1660 | 67.6 |
October 2006 | Fair | Satisfactory | Good | Satisfactory | 1660 | 67.6 |
November 2004 | Fair | Good | Good | Satisfactory | 1660 | 67.6 |
October 2003 | Fair | Good | Good | Satisfactory | 1660 | 67.6 |
November 2002 | Fair | Good | Good | Satisfactory | 1660 | 67.6 |
November 2001 | Fair | Good | Good | Satisfactory | 1660 | 67.6 |
November 1999 | Fair | Good | Good | Satisfactory | 1660 | 67.6 |
November 1998 | Fair | Good | Good | Satisfactory | 1397 | 67.6 |
November 1997 | Fair | Good | Good | Satisfactory | 1397 | 67.6 |
November 1996 | Fair | Good | Good | Satisfactory | 1397 | 67.6 |
November 1995 | Fair | Good | Good | Satisfactory | 800 | 67.8 |
December 1994 | Fair | Good | Good | Satisfactory | 800 | 67.8 |
November 1993 | Good | Good | Good | Good | 800 | 67.8 |
November 1992 | Good | Good | Good | Good | 800 | 67.8 |
December 1991 | Good | Good | Good | Good | 800 | 67.8 |