WB IR 275 over C382(SUTTON ROAD)

Map

Coordinates:
+39.05834, -84.41334
39°03'30" N, 84°24'48" W

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

Name:	WB IR 275 over C382(SUTTON ROAD)
Structure number:	3117162
Location:	1 MI W OF OH-KY LINE
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	81.0 ft. `[24.7 m]`
Total length:	214.6 ft. `[65.4 m]`
Roadway width between curbs:	58.1 ft. `[17.7 m]`
Deck width edge-to-edge:	61.4 ft. `[18.7 m]`
Vertical clearance below bridge:	36.1 ft. `[11.0 m]`
Skew angle:	7°
Owner:	State Highway Agency `[01]`
Year built:	1976
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	21,005 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	85.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Satisfactory	Good	21005	85.2
June 2017	Fair	Satisfactory	Satisfactory	Good	21005	85.2
April 2016	Fair	Satisfactory	Good	Good	21005	88.9
March 2015	Fair	Satisfactory	Good	Good	35010	87.4
October 2014	Fair	Satisfactory	Good	Good	35010	87.4
November 2013	Fair	Satisfactory	Good	Good	35010	87.4
December 2012	Fair	Satisfactory	Good	Good	35010	87.4
July 2011	Fair	Satisfactory	Good	Good	35010	87.4
December 2010	Fair	Satisfactory	Good	Good	37035	87.2
October 2009	Good	Good	Good	Good	37035	87.2
October 2008	Fair	Satisfactory	Good	Satisfactory	37035	87.2
October 2007	Fair	Satisfactory	Good	Satisfactory	37035	87.2
December 2006	Good	Good	Good	Good	37035	87.2
November 2005	Good	Good	Good	Good	29720	88.0
January 2005	Good	Good	Good	Good	27210	88.2
June 2003	Good	Good	Good	Good	27210	88.2
September 2002	Good	Good	Good	Very Good	27210	90.3
November 2000	Good	Good	Good	Good	27210	90.3
December 1999	Good	Good	Good	Good	27210	90.3
March 1998	Good	Good	Good	Good	27210	90.3
April 1996	Fair	Good	Satisfactory	Satisfactory	27210	90.3
November 1994	Fair	Good	Fair	Satisfactory	20260	80.1
December 1992	Fair	Fair	Fair	Satisfactory	20260	79.1
October 1991	Fair	Fair	Good	Good	20260	90.4
January 1991	Good	Good	Good	Good	20260	91.4

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.	1,716	1,398	310	8	0
Deck
Reinforced Concrete Deck	sq. ft.	13,192	10,974	2,178	20	20
Wearing Surfaces	sq. ft.	12,424	6,224	6,200	0	0
Substructure
Reinforced Concrete Column	each	6	4	1	1	0
Reinforced Concrete Abutment	linear ft.	124	98	26	0	0
Reinforced Concrete Pier Cap	linear ft.	124	121	3	0	0
Joints
Assembly without Seal Joint	linear ft.	123	50	60	13	0
Bearings
Movable Bearing	each	32	28	3	1	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	429	402	27	0	0