WB IR 275 over C382(SUTTON ROAD)

Map

Coordinates:
+39.05833, -84.41306
39°03'30" N, 84°24'47" 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:	38.7 ft. `[11.8 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:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
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:	88.9

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

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.	1,716	1,400	310	6	0
Deck
Reinforced Concrete Deck	sq. ft.	13,192	11,168	2,024	0	0
Wearing Surfaces	sq. ft.	12,424	1	12,423	0	0
Substructure
Reinforced Concrete Column	each	6	5	1	0	0
Reinforced Concrete Abutment	linear ft.	124	111	13	0	0
Reinforced Concrete Pier Cap	linear ft.	124	124	0	0	0
Joints
Assembly without Seal Joint	linear ft.	123	0	100	23	0
Bearings
Movable Bearing	each	32	16	0	16	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	429	0	421	8	0