REIGHARD RD cr5-2 over I80 OHIO TPK
Map
Coordinates:
+41.59851, -83.9699041°35'55" N, 83°58'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | REIGHARD RD cr5-2 over I80 OHIO TPK |
Structure number: | 2629836 |
Location: | 9MI EAST OF EXIT 34 |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 191.9 ft. [58.5 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 5° |
Owner: | State Toll Authority [31] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 501 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Very Good | Good | Good | 501 | 86.9 |
May 2017 | Good | Very Good | Good | Good | 501 | 86.9 |
February 2016 | Good | Very Good | Good | Good | 501 | 86.9 |
June 2015 | Good | Very Good | Good | Very Good | 22000 | 67.4 |
May 2014 | Good | Very Good | Good | Very Good | 22000 | 67.5 |
June 2013 | Good | Very Good | Good | Very Good | 22000 | 67.4 |
July 2012 | Fair | Very Good | Satisfactory | Good | 22000 | 67.4 |
June 2011 | Fair | Very Good | Satisfactory | Good | 22000 | 67.4 |
June 2010 | Fair | Very Good | Satisfactory | Good | 22000 | 67.4 |
June 2009 | Fair | Very Good | Satisfactory | Good | 22000 | 67.2 |
June 2008 | Fair | Very Good | Satisfactory | Good | 22000 | 67.2 |
November 2007 | Fair | Very Good | Satisfactory | Good | 22000 | 65.2 |
March 2006 | Fair | Fair | Satisfactory | Good | 22000 | 64.1 |
April 2005 | Fair | Fair | Satisfactory | Good | 22000 | 64.1 |
July 2004 | Fair | Fair | Satisfactory | Good | 22000 | 64.1 |
July 2003 | Fair | Fair | Satisfactory | Good | 22000 | 64.1 |
May 2002 | Fair | Fair | Satisfactory | Good | 22000 | 64.1 |
June 2000 | Fair | Fair | Satisfactory | Good | 22000 | 64.1 |
October 1999 | Fair | Satisfactory | Satisfactory | Good | 22000 | 65.2 |
July 1998 | Fair | Satisfactory | Good | Good | 22000 | 65.2 |
June 1997 | Fair | Satisfactory | Good | Good | 22000 | 65.2 |
June 1996 | Fair | Satisfactory | Good | Good | 22000 | 69.5 |
July 1994 | Fair | Satisfactory | Very Good | Satisfactory | 22000 | 22.9 |
May 1993 | Fair | Satisfactory | Very Good | Satisfactory | 22000 | 22.9 |
May 1992 | Fair | Satisfactory | Very Good | Satisfactory | 22000 | 22.9 |
May 1991 | Fair | Very Good | Very Good | Satisfactory | 22000 | 22.9 |