MNCPL PARKING RAMP over SR-2

Map

Coordinates:
+41.51611, -81.67833
41°30'58" N, 81°40'42" W

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

Name:	MNCPL PARKING RAMP over SR-2
Structure number:	1800124
Location:	.9 MI E E9TH ST AND SR2
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	67.9 ft. `[20.7 m]`
Total length:	137.1 ft. `[41.8 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	35.8 ft. `[10.9 m]`
Vertical clearance below bridge:	15.1 ft. `[4.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1954
Year reconstructed:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
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:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,000 `[as of 2002]`
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:	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 minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	77.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$660,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2016	77.0	Good	Good	Good	Good	FO	1000
March 2015	77.0	Good	Good	Good	Good	FO	1000
February 2014	77.0	Good	Good	Good	Good	FO	1000
February 2013	77.0	Good	Good	Good	Good	FO	1000
December 2011	77.0	Good	Good	Good	Good	FO	1000
October 2010	77.0	Good	Good	Good	Good	FO	1000
September 2009	77.0	Good	Good	Good	Good	FO	1000
November 2008	77.0	Good	Good	Good	Good	FO	1000
October 2007	77.0	Good	Very Good	Good	Good	FO	1000
June 2006	77.0	Good	Very Good	Good	Good	FO	1000
April 2005	77.0	Good	Very Good	Good	Good	FO	1000
January 2004	77.0	Good	Very Good	Good	Good	FO	1000
March 2003	77.0	Good	Very Good	Good	Good	FO	1000
May 2002	81.0	Good	Very Good	Good	Good	-	1000
October 2000	81.0	Good	Very Good	Good	Very Good	-	900
September 1999	81.0	Good	Very Good	Good	Very Good	-	900
December 1998	81.0	Good	Very Good	Very Good	Very Good	-	900
August 1997	81.0	Good	Very Good	Very Good	Very Good	-	900
November 1996	81.0	Good	Very Good	Very Good	Very Good	-	900
November 1995	77.0	Good	Very Good	Very Good	Very Good	-	900
August 1994	77.0	Good	Excellent	Very Good	Very Good	-	900
August 1993	77.0	Good	Excellent	Very Good	Very Good	-	900
September 1992	33.0	Poor	Poor	Fair	Poor	SD	-
April 1991	33.0	Poor	Poor	Fair	Poor	SD	-