E. 9th St. over SR 2

Map

Coordinates:
+41.50750, -81.69333
41°30'27" N, 81°41'36" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

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]`

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

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