SR-2 over BRUSH CREEK
Map
Coordinates:
+41.54333, -84.2646841°32'36" N, 84°15'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-2 over BRUSH CREEK |
Structure number: | 2600099 |
Location: | 2.2 mi. East of SR 66 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 64.0 ft. [19.5 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
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: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,609 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 95.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 2609 | 95.8 |
October 2017 | Fair | Satisfactory | Satisfactory | Good | 2609 | 95.8 |
October 2016 | Fair | Satisfactory | Satisfactory | Good | 2609 | 95.8 |
November 2015 | Fair | Satisfactory | Satisfactory | Good | 2610 | 95.8 |
November 2014 | Fair | Satisfactory | Satisfactory | Good | 2610 | 95.8 |
November 2013 | Good | Good | Good | Good | 2610 | 95.8 |
November 2012 | Good | Good | Good | Good | 2610 | 95.8 |
November 2011 | Good | Good | Good | Good | 2750 | 95.6 |
November 2010 | Good | Good | Good | Good | 2750 | 95.6 |
November 2009 | Good | Good | Good | Good | 2750 | 95.6 |
November 2008 | Good | Good | Good | Good | 2920 | 95.3 |
November 2007 | Good | Good | Good | Good | 2920 | 95.3 |
November 2006 | Good | Good | Good | Good | 2920 | 95.3 |
November 2005 | Good | Good | Good | Good | 3160 | 95.0 |
November 2004 | Good | Good | Good | Good | 2940 | 95.3 |
November 2003 | Good | Good | Good | Good | 2940 | 95.3 |
November 2001 | Good | Good | Good | Good | 2940 | 94.3 |
November 1999 | Good | Good | Good | Good | 2940 | 94.3 |
November 1998 | Good | Good | Good | Good | 3110 | 94.0 |
November 1997 | Good | Good | Good | Good | 3110 | 95.0 |
November 1995 | Good | Good | Good | Good | 3020 | 95.2 |
November 1994 | Good | Good | Good | Good | 3020 | 95.2 |
January 1994 | Good | Good | Good | Good | 3020 | 95.2 |
December 1992 | Good | Good | Good | Good | 3020 | 95.2 |
November 1991 | Good | Good | Good | Good | 3020 | 95.2 |