IR 75 over RAMP=I75S-S562E

Map

Coordinates:
+39.17472, -84.48917
39°10'29" N, 84°29'21" 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:	15.4 ft. `[4.7 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]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	75.0

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

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.	2,112	1,897	215	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,949	1,995	12,929	25	0
Wearing Surfaces	sq. ft.	5,544	2,728	2,810	6	0
Substructure
Reinforced Concrete Column	each	24	10	12	2	0
Reinforced Concrete Abutment	linear ft.	227	157	60	10	0
Reinforced Concrete Pier Cap	linear ft.	227	132	75	20	0
Joints
Strip Seal Joint	linear ft.	194	0	179	15	0
Bearings
Movable Bearing	each	64	0	48	16	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	264	194	70	0	0