IR 75 over RAMP=I75S-S562E

Map

Coordinates:
+39.17526, -84.48876
39°10'31" N, 84°29'20" W

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

Name:	IR 75 over RAMP=I75S-S562E
Structure number:	3110036
Location:	OVER SR 562 EB RAMP
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	50.9 ft. `[15.5 m]`
Total length:	131.9 ft. `[40.2 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	113.2 ft. `[34.5 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1959
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
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:	114,257 `[as of 2015]`
Truck traffic:	16% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	79.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Good	Satisfactory	114257	79.0
May 2017	Fair	Satisfactory	Good	Satisfactory	114257	75.0
March 2016	Fair	Satisfactory	Good	Satisfactory	114257	75.0
May 2015	Fair	Satisfactory	Good	Satisfactory	152200	75.0
August 2014	Fair	Satisfactory	Good	Satisfactory	152200	75.0
October 2013	Fair	Satisfactory	Good	Satisfactory	152200	75.0
November 2012	Fair	Satisfactory	Good	Satisfactory	152200	75.0
September 2011	Fair	Satisfactory	Good	Satisfactory	152200	75.0
November 2010	Fair	Satisfactory	Good	Satisfactory	163140	75.0
November 2009	Fair	Satisfactory	Good	Satisfactory	163140	75.0
December 2008	Fair	Satisfactory	Satisfactory	Satisfactory	163140	75.0
September 2007	Fair	Satisfactory	Satisfactory	Satisfactory	163140	75.0
December 2006	Fair	Satisfactory	Satisfactory	Satisfactory	163140	75.0
November 2005	Good	Good	Good	Good	146060	75.0
January 2005	Good	Good	Good	Good	146060	75.0
September 2003	Good	Good	Good	Good	146060	75.0
August 2002	Good	Good	Very Good	Good	145617	75.0
October 2000	Good	Good	Good	Good	145617	75.0
October 1999	Good	Good	Good	Good	145617	77.0
December 1998	Good	Good	Very Good	Good	145617	77.0
February 1997	Good	Good	Good	Good	145617	77.0
February 1996	Good	Good	Good	Good	145617	77.0
December 1994	Good	Good	Good	Good	132124	79.0
November 1992	Fair	Fair	Fair	Fair	132124	86.0
January 1992	Fair	Satisfactory	Satisfactory	Good	132124	98.0
February 1991	Fair	Good	Satisfactory	Good	132124	98.0

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.	2,112	1,897	215	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,949	1,979	12,929	41	0
Wearing Surfaces	sq. ft.	5,544	2,851	2,655	38	0
Substructure
Reinforced Concrete Column	each	24	9	12	3	0
Reinforced Concrete Abutment	linear ft.	227	134	63	30	0
Reinforced Concrete Pier Cap	linear ft.	227	126	80	21	0
Joints
Strip Seal Joint	linear ft.	194	0	173	21	0
Bearings
Movable Bearing	each	64	0	48	16	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	264	221	43	0	0