COUNTY ROAD L over BEAN CREEK
Map
Coordinates:
+41.62316, -84.2963541°37'23" N, 84°17'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD L over BEAN CREEK |
Structure number: | 2631334 |
Location: | 0.5 MI. W. OF TR 22 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 126.0 ft. [38.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 526 [as of 2015] |
Truck traffic: | 23% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 526 | 88.4 |
December 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 526 | 88.4 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 526 | 88.4 |
November 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 526 | 88.4 |
November 2014 | Fair | Satisfactory | Good | Satisfactory | 652 | 95.9 |
November 2013 | Fair | Satisfactory | Good | Satisfactory | 652 | 88.1 |
October 2012 | Fair | Satisfactory | Good | Good | 652 | 88.1 |
January 2012 | Good | Good | Good | Good | 652 | 96.9 |
October 2010 | Good | Good | Good | Good | 652 | 96.9 |
October 2009 | Good | Good | Good | Good | 652 | 96.9 |
November 2008 | Good | Good | Good | Good | 652 | 96.9 |
November 2007 | Good | Good | Good | Good | 652 | 96.9 |
December 2006 | Good | Good | Good | Good | 652 | 96.9 |
October 2004 | Good | Good | Good | Good | 652 | 96.9 |
October 2003 | Good | Good | Good | Good | 652 | 96.9 |
November 2002 | Good | Good | Good | Good | 652 | 96.9 |
November 2001 | Good | Good | Good | Good | 652 | 96.9 |
November 1999 | Good | Good | Good | Good | 652 | 96.9 |
November 1998 | Good | Good | Good | Good | 476 | 96.9 |
October 1997 | Good | Good | Good | Good | 100 | 98.0 |
November 1996 | Good | Good | Good | Good | 100 | 98.0 |
November 1995 | Good | Good | Good | Good | 100 | 98.0 |
December 1994 | Good | Good | Good | Good | 100 | 98.0 |
November 1993 | Good | Good | Good | Good | 100 | 98.0 |
November 1992 | Good | Good | Good | Good | 100 | 98.0 |
December 1991 | Good | Good | Very Good | Very Good | 100 | 98.0 |