C104D WATKINS RD over HINDERER DITCH
Map
Coordinates:
+40.21601, -83.3018640°12'58" N, 83°18'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C104D WATKINS RD over HINDERER DITCH |
Structure number: | 8030367 |
Location: | 0.2 MI EAST of SCOTTSLAWN |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,674 [as of 2015] |
Truck traffic: | 8% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.1 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
November 2018 | Good | 8 out of 10 | 3674 | 97.1 |
November 2017 | Good | 8 out of 10 | 3674 | 97.1 |
November 2016 | Good | 8 out of 10 | 3674 | 97.1 |
November 2015 | Good | 8 out of 10 | 3514 | 97.2 |
March 2015 | Good | 8 out of 10 | 3514 | 95.5 |
November 2013 | Good | 8 out of 10 | 3514 | 54.9 |
December 2012 | Good | 8 out of 10 | 3514 | 54.9 |
January 2011 | Good | 8 out of 10 | 3514 | 54.9 |
January 2010 | Good | 8 out of 10 | 3514 | 54.9 |
February 2009 | Good | 8 out of 10 | 3514 | 89.5 |
February 2006 | Good | 8 out of 10 | 1400 | 90.7 |
March 2005 | Good | 8 out of 10 | 1400 | 90.7 |
January 2004 | Good | 8 out of 10 | 1400 | 90.7 |
January 2003 | Good | 8 out of 10 | 1400 | 90.7 |
January 2002 | Good | 8 out of 10 | 1400 | 90.7 |
November 1999 | Good | 8 out of 10 | 1400 | 90.7 |
October 1997 | Good | 8 out of 10 | 1400 | 90.7 |
August 1996 | Good | 8 out of 10 | 1400 | 90.7 |
October 1995 | Good | 8 out of 10 | 1400 | 90.7 |
November 1994 | Good | 8 out of 10 | 1400 | 90.7 |
November 1993 | Good | 8 out of 10 | 1400 | 90.7 |
December 1992 | Good | 7 out of 10 | 1400 | 90.7 |
December 1991 | Good | 7 out of 10 | 1400 | 90.7 |