COUNTY ROAD 5 over SWANCREEK
Map
Coordinates:
+41.56912, -83.9602141°34'09" N, 83°57'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 5 over SWANCREEK |
Structure number: | 2632551 |
Location: | 0.4 MI. N. OF TR FG |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 40.0 ft. [12.2 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] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 649 [as of 2015] |
Truck traffic: | 21% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 649 | 93.9 |
October 2017 | Good | Good | Good | Good | 649 | 93.9 |
October 2016 | Good | Good | Good | Good | 649 | 93.9 |
September 2015 | Good | Good | Good | Good | 649 | 93.9 |
October 2014 | Good | Good | Good | Good | 603 | 95.9 |
November 2013 | Good | Good | Good | Good | 603 | 95.9 |
September 2012 | Good | Good | Good | Good | 603 | 95.9 |
December 2011 | Good | Good | Good | Good | 603 | 96.9 |
November 2010 | Good | Good | Good | Good | 603 | 96.9 |
November 2009 | Good | Good | Good | Very Good | 603 | 96.9 |
November 2008 | Good | Good | Good | Very Good | 603 | 96.9 |
November 2007 | Good | Good | Good | Very Good | 603 | 96.9 |
November 2006 | Good | Good | Good | Very Good | 603 | 96.9 |
November 2004 | Good | Good | Good | Very Good | 603 | 96.9 |
October 2003 | Good | Good | Good | Very Good | 603 | 96.9 |
October 2002 | Good | Good | Good | Very Good | 603 | 96.9 |
November 2001 | Good | Good | Good | Very Good | 603 | 96.9 |
November 1999 | Good | Good | Good | Very Good | 603 | 96.9 |
November 1998 | Good | Good | Good | Very Good | 558 | 96.9 |
December 1997 | Good | Good | Good | Very Good | 558 | 96.9 |
November 1996 | Good | Good | Good | Very Good | 558 | 96.9 |
November 1995 | Good | Good | Good | Very Good | 100 | 98.0 |
December 1994 | Good | Good | Good | Very Good | 100 | 98.0 |
November 1993 | Good | Good | Good | Very Good | 100 | 98.0 |
December 1992 | Good | Good | Good | Very Good | 100 | 98.0 |
December 1991 | Good | Good | Very Good | Very Good | 100 | 98.0 |