E. 9th St. over SR 2
Map
Coordinates:
+41.50750, -81.6933341°30'27" N, 81°41'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | E. 9th St. over SR 2 |
Structure number: | 1800094 |
Location: | APPROX .5 MI E W3RD ST. |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 64.0 ft. [19.5 m] |
Deck width edge-to-edge: | 84.0 ft. [25.6 m] |
Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
Skew angle: | 1° |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Year reconstructed: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: November 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,737 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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] |
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] |
Operating rating: | 36.7 tons [33.4 metric tons] |
Inventory rating: | 26.7 tons [24.3 metric tons] |
Sufficiency rating: | 58.5 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
November 2016 | 58.5 | Fair | Good | Fair | Satisfactory | FO | 15737 |
November 2015 | 58.5 | Fair | Good | Fair | Satisfactory | FO | 51571 |
August 2014 | 58.5 | Fair | Good | Fair | Satisfactory | FO | 51571 |
November 2013 | 69.5 | Fair | Good | Satisfactory | Satisfactory | FO | 51571 |
December 2012 | 69.5 | Fair | Good | Satisfactory | Satisfactory | FO | 51571 |
May 2011 | 69.5 | Fair | Good | Satisfactory | Satisfactory | FO | 51571 |
October 2010 | 69.5 | Fair | Good | Satisfactory | Satisfactory | FO | 51571 |
September 2009 | 58.5 | Fair | Good | Fair | Satisfactory | FO | 51571 |
November 2008 | 69.5 | Fair | Good | Satisfactory | Satisfactory | FO | 51571 |
October 2007 | 69.5 | Fair | Good | Satisfactory | Good | FO | 51571 |
July 2006 | 69.5 | Fair | Good | Satisfactory | Good | FO | 51571 |
April 2005 | 69.5 | Fair | Good | Satisfactory | Good | FO | 51571 |
April 2004 | 69.5 | Fair | Good | Satisfactory | Good | FO | 51571 |
March 2003 | 69.5 | Good | Good | Good | Good | FO | 51571 |
May 2002 | 73.5 | Good | Very Good | Good | Good | FO | 51571 |
October 2000 | 73.5 | Good | Very Good | Very Good | Good | FO | 1000 |
September 1999 | 73.5 | Good | Very Good | Very Good | Good | FO | 1000 |
September 1998 | 73.5 | Good | Very Good | Good | Good | - | 1000 |
August 1997 | 73.5 | Good | Very Good | Very Good | Good | - | 1000 |
November 1996 | 73.5 | Good | Very Good | Very Good | Good | - | 1000 |
November 1995 | 69.5 | Good | Very Good | Very Good | Good | - | 1000 |
August 1994 | 69.5 | Good | Very Good | Very Good | Good | - | 1000 |
April 1993 | 69.5 | Good | Very Good | Very Good | Good | - | 1000 |
September 1992 | 69.5 | Good | Very Good | Very Good | Good | - | 1000 |
April 1991 | 69.5 | Good | Very Good | Very Good | Good | - | 1000 |