TWP. ROAD 4 over AI CREEK
Map
Coordinates:
+41.62920, -83.9353541°37'45" N, 83°56'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TWP. ROAD 4 over AI CREEK |
Structure number: | 2632411 |
Location: | 0.1 MI. N. OF ROAD L |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 21.7 ft. [6.6 m] |
Total length: | 21.7 ft. [6.6 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 221 [as of 2015] |
Truck traffic: | 22% of total traffic |
Structural 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 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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
December 2018 | Fair | 6 out of 10 | 221 | 97.0 |
November 2017 | Fair | 6 out of 10 | 221 | 97.0 |
December 2016 | Fair | 6 out of 10 | 221 | 97.0 |
October 2015 | Fair | 6 out of 10 | 221 | 100.0 |
October 2014 | Fair | 6 out of 10 | 237 | 100.0 |
November 2013 | Fair | 6 out of 10 | 237 | 100.0 |
September 2012 | Good | 7 out of 10 | 237 | 100.0 |
November 2011 | Good | 7 out of 10 | 237 | 100.0 |
November 2010 | Good | 7 out of 10 | 237 | 100.0 |
October 2009 | Good | 7 out of 10 | 287 | 100.0 |
October 2008 | Good | 7 out of 10 | 287 | 100.0 |
October 2007 | Good | 7 out of 10 | 287 | 100.0 |
October 2006 | Good | 7 out of 10 | 287 | 100.0 |
November 2004 | Good | 7 out of 10 | 287 | 100.0 |
October 2003 | Good | 7 out of 10 | 287 | 100.0 |
November 2002 | Good | 7 out of 10 | 287 | 100.0 |
November 2001 | Good | 7 out of 10 | 287 | 100.0 |
November 1999 | Good | 8 out of 10 | 287 | 100.0 |
November 1998 | Good | 8 out of 10 | 100 | 100.0 |
November 1997 | Good | 8 out of 10 | 100 | 100.0 |
November 1996 | Good | 8 out of 10 | 100 | 100.0 |
November 1995 | Good | 8 out of 10 | 100 | 100.0 |
December 1994 | Good | 8 out of 10 | 100 | 100.0 |
November 1993 | Good | 8 out of 10 | 100 | 100.0 |
November 1992 | Good | 8 out of 10 | 100 | 100.0 |
December 1991 | Good | 8 out of 10 | 100 | 100.0 |