RAMP TO I71 SB over US42N;RAMP=I71N-US42*N

Map

Coordinates:
+39.11676, -84.50015
39°07'00" N, 84°30'01" W

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

Name:	RAMP TO I71 SB over US42N;RAMP=I71N-US42*N
Structure number:	3101215
Location:	W OF EDEN PARK
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	127.0 ft. `[38.7 m]`
Total length:	330.1 ft. `[100.6 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1969
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:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,380 `[as of 1980]`
Truck traffic:	11% 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:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	93.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Good	Good	Good	Good	2380	93.8
June 2017	Good	Good	Good	Good	2380	93.8
June 2016	Good	Good	Good	Good	2380	93.8
September 2015	Good	Good	Good	Good	2380	93.8
July 2014	Good	Good	Good	Good	2380	93.8
September 2013	Good	Good	Good	Good	2380	93.8
October 2012	Good	Good	Good	Good	2380	93.8
July 2011	Fair	Good	Satisfactory	Satisfactory	2380	93.8
July 2010	Fair	Good	Good	Satisfactory	2380	93.8
September 2009	Fair	Good	Satisfactory	Satisfactory	2380	93.8
September 2008	Fair	Good	Satisfactory	Satisfactory	2380	93.8
September 2007	Fair	Good	Satisfactory	Satisfactory	2380	93.8
October 2006	Fair	Good	Satisfactory	Satisfactory	2380	93.8
September 2005	Good	Good	Good	Good	2380	93.8
October 2004	Good	Good	Good	Good	2380	93.8
December 2003	Good	Good	Good	Good	2380	93.8
October 2002	Good	Good	Good	Good	2380	93.8
November 2001	Good	Good	Good	Good	2380	97.8
September 2000	Good	Good	Good	Good	2380	99.8
August 1999	Good	Good	Good	Good	2380	99.8
November 1998	Good	Good	Good	Very Good	2380	99.8
May 1997	Good	Good	Good	Very Good	2380	99.8
April 1996	Fair	Fair	Satisfactory	Fair	2380	87.7
October 1994	Fair	Fair	Fair	Satisfactory	2380	83.8
February 1994	Fair	Fair	Fair	Good	2380	83.8
November 1991	Fair	Satisfactory	Satisfactory	Satisfactory	2380	95.8
November 1990	Fair	Good	Satisfactory	Satisfactory	2380	95.8

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.	1,320	1,310	10	0	0
Steel Protective Coating	sq. ft.	1,320	1,320	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	10,010	8,200	1,810	0	0
Wearing Surfaces	sq. ft.	9,240	8,145	1,050	45	0
Substructure
Reinforced Concrete Column	each	4	3	1	0	0
Reinforced Concrete Abutment	linear ft.	63	50	12	1	0
Reinforced Concrete Pier Cap	linear ft.	95	26	69	0	0
Joints
Strip Seal Joint	linear ft.	61	39	22	0	0
Bearings
Movable Bearing	each	14	11	3	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	660	333	311	16	0