IR 71 over BUTLER STREET

Map

Coordinates:
+39.10355, -84.50398
39°06'13" N, 84°30'14" W

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

Name:	IR 71 over BUTLER STREET
Structure number:	3106594
Location:	.4 MI S OF IR 471
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	128.9 ft. `[39.3 m]`
Total length:	332.0 ft. `[101.2 m]`
Roadway width between curbs:	21.0 ft. `[6.4 m]`
Deck width edge-to-edge:	23.6 ft. `[7.2 m]`
Vertical clearance above deck:	18.0 ft. `[5.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	42°
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	3
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:	63,390 `[as of 1994]`
Truck traffic:	8% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	83.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Good	Good	Good	63390	83.2
October 2017	Good	Good	Good	Good	63390	83.2
August 2016	Good	Good	Good	Good	63390	83.2
September 2015	Good	Good	Good	Good	63390	83.2
September 2014	Fair	Satisfactory	Good	Good	63390	85.6
November 2013	Fair	Satisfactory	Good	Good	63390	83.2
November 2012	Fair	Satisfactory	Good	Good	63390	83.2
October 2011	Fair	Satisfactory	Good	Good	63390	83.2
November 2010	Fair	Satisfactory	Good	Good	63390	83.2
September 2009	Fair	Satisfactory	Good	Good	63390	83.2
December 2008	Fair	Satisfactory	Good	Good	63390	83.2
October 2007	Fair	Satisfactory	Good	Good	63390	83.2
November 2006	Fair	Satisfactory	Good	Satisfactory	63390	83.2
December 2005	Good	Good	Very Good	Very Good	63390	81.0
September 2004	Good	Good	Very Good	Very Good	63390	81.0
December 2003	Good	Good	Very Good	Very Good	63390	81.0
October 2002	Good	Very Good	Very Good	Very Good	63390	83.4
November 2001	Good	Good	Very Good	Very Good	1000	89.9
December 2000	Good	Good	Good	Good	1000	89.9
October 1999	Good	Good	Good	Good	1000	87.9
February 1998	Good	Very Good	Good	Good	1000	87.9
March 1996	Fair	Satisfactory	Good	Good	1000	30.6
March 1995	Fair	Fair	Satisfactory	Good	1000	88.9
March 1994	Fair	Fair	Satisfactory	Good	1000	88.9
February 1993	Fair	Fair	Good	Good	1000	88.9
December 1991	Fair	Fair	Good	Good	1000	88.9
March 1991	Fair	Good	Satisfactory	Good	1000	89.9

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	3,984	3,909	75	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,830	6,786	992	46	6
Wearing Surfaces	sq. ft.	6,972	6,907	65	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	23	21	2	0	0
Reinforced Concrete Pier Cap	linear ft.	64	64	0	0	0
Joints
Strip Seal Joint	linear ft.	70	70	0	0	0
Bearings
Movable Bearing	each	16	14	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	664	664	0	0	0