SR 531 over ASHTABULA RIVER
Map
Coordinates:
+41.90026, -80.7977741°54'01" N, 80°47'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 531 over ASHTABULA RIVER |
Structure number: | 0406635 |
Location: | 0.85 MI W OF SR 11 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 159.5 ft. [48.6 m] |
Total length: | 223.1 ft. [68.0 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Vertical clearance above deck: | 13.8 ft. [4.2 m] |
Vertical clearance below bridge: | 6.6 ft. [2.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1925 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Movable - Bascule [16] |
Deck type: | Closed Grating [4] |
Wearing surface: | Other [9] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,767 [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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 58.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 6767 | 58.4 |
December 2017 | Good | Good | Good | Good | 6767 | 58.4 |
October 2016 | Good | Good | Good | Good | 6767 | 58.4 |
November 2015 | Good | Good | Good | Good | 6460 | 58.4 |
December 2014 | Good | Good | Good | Good | 6460 | 72.8 |
December 2013 | Good | Good | Good | Good | 6460 | 58.4 |
May 2012 | Good | Good | Good | Good | 7020 | 58.3 |
December 2011 | Good | Very Good | Very Good | Very Good | 7020 | 58.3 |
June 2010 | Good | Very Good | Very Good | Very Good | 7020 | 58.3 |
December 2009 | Good | Very Good | Very Good | Very Good | 8600 | 60.9 |
December 2008 | Good | Very Good | Very Good | Very Good | 8600 | 63.0 |
December 2007 | Fair | Fair | Fair | Satisfactory | 7610 | 51.8 |
December 2006 | Fair | Satisfactory | Fair | Satisfactory | 8070 | 57.9 |
December 2005 | Fair | Satisfactory | Fair | Satisfactory | 8250 | 57.9 |
December 2004 | Fair | Good | Fair | Satisfactory | 8250 | 57.9 |
December 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 8250 | 69.2 |
March 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 8250 | 69.2 |
July 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 8250 | 69.2 |
December 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 8470 | 69.2 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 8470 | 69.2 |
July 1996 | Good | Good | Good | Good | 6640 | 69.6 |
October 1995 | Good | Good | Good | Good | 6640 | 69.5 |
September 1994 | Good | Good | Good | Good | 6640 | 69.5 |
August 1993 | Good | Good | Good | Good | 6640 | 69.5 |
May 1992 | Good | Good | Very Good | Good | 6020 | 69.6 |
August 1991 | Good | Very Good | Very Good | Good | 6020 | 69.6 |