RMP US 127S-IR74W over RMP=74/52W;BEK/COL DIS

Map

Coordinates:
+39.15889, -84.55028
39°09'32" N, 84°33'01" W

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

Name:	RMP US 127S-IR74W over RMP=74/52W;BEK/COL DIS
Structure number:	3115585
Location:	OVER NB US 127
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	92.5 ft. `[28.2 m]`
Total length:	218.8 ft. `[66.7 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	44.9 ft. `[13.7 m]`
Vertical clearance below bridge:	15.4 ft. `[4.7 m]`
Skew angle:	42°
Owner:	State Highway Agency `[01]`
Year built:	1973
Year reconstructed:	2015
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:	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:	6,550 `[as of 2010]`
Truck traffic:	12% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	68.1 tons `[61.9 metric tons]`
Inventory rating:	41.0 tons `[37.3 metric tons]`
Sufficiency rating:	96.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2016	96.0	Good	Very Good	Very Good	Very Good	-	6550
July 2015	96.0	Good	Very Good	Very Good	Very Good	-	6550
May 2014	79.0	Good	Very Good	Very Good	Very Good	-	6010
October 2013	79.0	Good	Good	Good	Good	-	6010
November 2012	79.0	Fair	Satisfactory	Good	Good	-	6010
October 2011	79.0	Fair	Satisfactory	Good	Good	-	6010
December 2010	79.0	Fair	Satisfactory	Good	Good	-	6010
November 2009	79.0	Fair	Satisfactory	Good	Good	-	6010
August 2008	79.0	Fair	Satisfactory	Good	Good	-	6010
September 2007	79.0	Fair	Satisfactory	Good	Good	-	6010
October 2006	79.0	Fair	Satisfactory	Very Good	Good	-	6010
September 2005	79.0	Good	Good	Very Good	Good	-	6010
November 2004	79.0	Good	Good	Very Good	Good	-	6010
December 2003	79.0	Good	Good	Very Good	Good	-	6010
September 2002	79.0	Good	Good	Very Good	Good	-	6010
October 2001	81.0	Good	Good	Very Good	Good	-	6010
November 2000	83.0	Good	Good	Good	Good	-	6010
July 1999	83.0	Good	Good	Good	Good	-	6010
November 1998	83.0	Good	Good	Very Good	Good	-	6010
December 1997	83.0	Good	Good	Very Good	Good	-	6010
April 1996	83.0	Good	Good	Good	Good	-	6010
February 1995	83.0	Good	Good	Good	Very Good	-	6010
April 1994	83.0	Good	Good	Very Good	Good	-	6010
March 1993	82.0	Fair	Fair	Satisfactory	Good	-	6010
November 1991	83.0	Fair	Satisfactory	Very Good	Good	-	6010
February 1991	83.0	Good	Good	Very Good	Good	-	6010

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.	1,314	1,174	140	0	0
Steel Protective Coating	sq. ft.	21,500	21,500	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,852	9,226	626	0	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Pier Wall	linear ft.	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	88	73	15	0	0
Reinforced Concrete Pier Cap	linear ft.	88	87	0	1	0
Joints
Strip Seal Joint	linear ft.	65	33	32	0	0
Bearings
Elastomeric Bearing	each	24	24	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	438	394	44	0	0