IR 75 over BANK STREET

Map

Coordinates:
+39.11944, -84.53528
39°07'10" N, 84°32'07" W

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

Name:	IR 75 over BANK STREET
Structure number:	3109364
Location:	1.3 MI S OF US 52
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	50.9 ft. `[15.5 m]`
Total length:	189.0 ft. `[57.6 m]`
Roadway width between curbs:	146.7 ft. `[44.7 m]`
Deck width edge-to-edge:	150.6 ft. `[45.9 m]`
Vertical clearance below bridge:	14.8 ft. `[4.5 m]`
Skew angle:	14°
Owner:	State Highway Agency `[01]`
Year built:	1961
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:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	143,847 `[as of 2015]`
Truck traffic:	16% 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:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	98.0

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
March 2016	98.0	Good	Good	Good	Good	-	143847
April 2015	98.0	Good	Good	Good	Good	-	180470
August 2014	98.0	Fair	Satisfactory	Good	Satisfactory	-	180470
November 2013	98.0	Fair	Good	Good	Satisfactory	-	180470
November 2012	98.0	Fair	Satisfactory	Good	Satisfactory	-	180470
October 2011	98.0	Fair	Satisfactory	Good	Satisfactory	-	180470
November 2010	98.0	Fair	Satisfactory	Good	Satisfactory	-	163190
December 2009	98.0	Fair	Satisfactory	Good	Satisfactory	-	163190
December 2008	98.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	163190
October 2007	98.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	163190
December 2006	98.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	163190
December 2005	98.0	Good	Good	Good	Good	-	168460
November 2004	98.0	Good	Good	Good	Good	-	155800
September 2003	98.0	Good	Good	Good	Good	-	155800
August 2002	98.0	Good	Good	Good	Good	-	155800
November 2000	98.0	Good	Good	Good	Good	-	155800
October 1999	98.0	Good	Good	Good	Good	-	155800
November 1998	98.0	Good	Good	Good	Good	-	155800
January 1997	98.0	Fair	Satisfactory	Good	Good	-	155800
January 1996	98.0	Good	Good	Good	Good	-	155800
December 1994	98.0	Good	Good	Good	Good	-	135888
November 1992	98.0	Good	Good	Good	Good	-	135888
November 1991	98.0	Good	Good	Good	Good	-	135888
February 1991	98.0	Good	Good	Good	Good	-	135888

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	3,477	1,269	2,208	0	0
Deck
Reinforced Concrete Deck	sq. ft.	28,461	27,775	676	10	0
Wearing Surfaces	sq. ft.	27,705	23,521	4,155	29	0
Substructure
Reinforced Concrete Column	each	39	28	11	0	0
Reinforced Concrete Abutment	linear ft.	311	262	49	0	0
Reinforced Concrete Pier Cap	linear ft.	466	459	7	0	0
Joints
Strip Seal Joint	linear ft.	292	0	292	0	0
Bearings
Elastomeric Bearing	each	95	95	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	378	303	75	0	0