IR75 RAMP TO SR264 over US50EB;US50EB TO 2ND ST.

Map

Coordinates:
+39.09764, -84.52150
39°05'52" N, 84°31'17" W

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

Name:	IR75 RAMP TO SR264 over US50EB;US50EB TO 2ND ST.
Structure number:	3108872
Location:	.3MI N OF STATE LINE
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	69.6 ft. `[21.2 m]`
Total length:	264.4 ft. `[80.6 m]`
Roadway width between curbs:	29.5 ft. `[9.0 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Vertical clearance above deck:	20.7 ft. `[6.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1998
Historic significance:	Historical significance is not determinable at this time `[4]`
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:	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:	116,070 `[as of 2009]`
Truck traffic:	13% 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	94.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Good	Good	Good	Good	116070	94.0
June 2017	Good	Good	Good	Good	116070	94.0
August 2016	Good	Good	Good	Good	116070	94.0
November 2015	Good	Good	Good	Good	116070	94.0
August 2014	Good	Good	Good	Very Good	116070	94.0
November 2013	Good	Good	Good	Very Good	116070	94.0
October 2012	Good	Good	Good	Very Good	116070	94.0
October 2011	Good	Good	Good	Very Good	116070	94.0
December 2010	Good	Good	Good	Very Good	94100	94.0
December 2009	Good	Good	Good	Very Good	94100	94.0
December 2008	Fair	Good	Satisfactory	Very Good	94100	94.0
September 2007	Good	Good	Good	Very Good	94100	94.0
December 2006	Fair	Good	Satisfactory	Very Good	94100	94.0
December 2005	Good	Very Good	Very Good	Very Good	88000	93.0
October 2004	Good	Very Good	Very Good	Very Good	88000	93.0
September 2003	Good	Very Good	Very Good	Excellent	9165	93.0
September 2002	Good	Very Good	Excellent	Excellent	9165	93.0
November 2000	Good	Very Good	Excellent	Excellent	9165	93.0

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.	1,059	904	155	0	0
Deck
Reinforced Concrete Deck	sq. ft.	8,697	6,872	1,825	0	0
Substructure
Reinforced Concrete Column	each	6	1	5	0	0
Reinforced Concrete Abutment	linear ft.	34	27	7	0	0
Steel Pier Cap	linear ft.	102	77	25	0	0
Joints
Strip Seal Joint	linear ft.	66	39	27	0	0
Bearings
Movable Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	530	405	125	0	0