RAAB RD. over LANGENDERFER DITCH 0342
Map
Coordinates:
+41.65658, -83.8184841°39'24" N, 83°49'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAAB RD. over LANGENDERFER DITCH 0342 |
Structure number: | 4831284 |
Location: | 0.09 MI. S. OF BANCROFT |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 32.8 ft. [10.0 m] |
Deck width edge-to-edge: | 37.7 ft. [11.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1938 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Arch - Deck [11] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 313 [as of 2015] |
Truck traffic: | 8% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 89.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | - | Satisfactory | Good | 313 | 89.0 |
October 2017 | Fair | - | Satisfactory | Good | 313 | 89.0 |
November 2016 | Fair | Satisfactory | Satisfactory | Good | 313 | 89.0 |
November 2015 | Fair | Satisfactory | Satisfactory | Good | 720 | 89.0 |
November 2014 | Fair | Satisfactory | Satisfactory | Good | 720 | 97.9 |
October 2013 | Fair | Satisfactory | Satisfactory | Good | 720 | 89.0 |
October 2012 | Fair | Satisfactory | Satisfactory | Good | 720 | 89.0 |
October 2011 | Fair | Satisfactory | Satisfactory | Good | 720 | 89.0 |
October 2010 | Fair | Satisfactory | Satisfactory | Good | 720 | 89.0 |
September 2009 | Fair | Satisfactory | Satisfactory | Good | 720 | 89.1 |
October 2008 | Fair | Satisfactory | Satisfactory | Good | 720 | 89.1 |
October 2007 | Fair | Satisfactory | Satisfactory | Good | 720 | 89.1 |
September 2006 | Good | Good | Good | Good | 410 | 89.1 |
October 2005 | Good | Good | Good | Good | 410 | 90.1 |
October 2004 | Good | Good | Good | Good | 410 | 90.1 |
September 2003 | Good | Good | Good | Good | 410 | 90.1 |
October 2001 | Good | Good | Good | Good | 410 | 90.1 |
October 2000 | Good | Good | Good | Good | 410 | 90.1 |
November 1999 | Good | Good | Good | Good | 410 | 90.1 |
November 1995 | Good | Good | Good | Good | 430 | 89.1 |
November 1994 | Good | Good | Good | Good | 430 | 89.1 |
October 1993 | Good | Good | Good | Good | 430 | 90.1 |
October 1992 | Good | Good | Very Good | Very Good | 430 | 90.1 |
August 1991 | Good | Good | Good | Very Good | 430 | 90.1 |