US50 WB over I75;RAMP=I75S-US50E

Map

Coordinates:
+39.10161, -84.52395
39°06'06" N, 84°31'26" W

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

Name:	US50 WB over I75;RAMP=I75S-US50E
Structure number:	3103153
Location:	OVER I75
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	110.9 ft. `[33.8 m]`
Total length:	524.0 ft. `[159.7 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	81.0 ft. `[24.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1963
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:	6
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:	22,680 `[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:	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
August 2018	Fair	Satisfactory	Good	Satisfactory	22680	79.0
November 2017	Fair	Satisfactory	Good	Satisfactory	22680	79.0
August 2016	Fair	Satisfactory	Good	Satisfactory	22680	79.0
September 2015	Fair	Satisfactory	Good	Satisfactory	29250	79.0
August 2014	Fair	Satisfactory	Good	Satisfactory	29250	79.0
September 2013	Fair	Satisfactory	Good	Satisfactory	29250	79.0
October 2012	Fair	Satisfactory	Good	Satisfactory	29250	77.0
October 2011	Fair	Satisfactory	Satisfactory	Satisfactory	29250	77.0
December 2010	Fair	Satisfactory	Satisfactory	Satisfactory	35500	77.0
December 2009	Fair	Satisfactory	Satisfactory	Satisfactory	35500	77.0
December 2008	Fair	Satisfactory	Satisfactory	Satisfactory	35500	77.0
July 2007	Fair	Satisfactory	Satisfactory	Satisfactory	35500	77.0
October 2006	Fair	Satisfactory	Satisfactory	Satisfactory	35500	77.0
November 2005	Fair	Good	Satisfactory	Satisfactory	34600	77.0
October 2004	Fair	Good	Satisfactory	Satisfactory	34600	77.0
October 2003	Fair	Good	Satisfactory	Satisfactory	20497	77.0
November 2002	Fair	Good	Satisfactory	Satisfactory	20497	77.0
December 2001	Fair	Good	Satisfactory	Satisfactory	20497	77.0
November 2000	Fair	Good	Satisfactory	Satisfactory	20497	79.0
August 1999	Fair	Good	Satisfactory	Satisfactory	20497	79.0
December 1998	Fair	Good	Good	Satisfactory	20497	79.0
November 1997	Fair	Good	Good	Satisfactory	20497	79.0
June 1996	Good	Good	Good	Good	20497	79.0
December 1994	Good	Good	Good	Good	22325	79.0
December 1992	Fair	Good	Satisfactory	Good	22325	79.0
November 1991	Fair	Good	Satisfactory	Good	22325	79.0
April 1991	Good	Good	Good	Good	22325	79.0

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.	4,292	472	3,820	0	0
Deck
Reinforced Concrete Deck	sq. ft.	42,444	25,259	17,050	105	30
Wearing Surfaces	sq. ft.	26,200	21,698	4,500	2	0
Substructure
Reinforced Concrete Column	each	30	20	9	1	0
Reinforced Concrete Abutment	linear ft.	162	126	24	12	0
Reinforced Concrete Pier Cap	linear ft.	405	292	100	13	0
Joints
Strip Seal Joint	linear ft.	240	110	45	85	0
Bearings
Movable Bearing	each	58	42	13	3	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,048	836	210	2	0