US50 EB over CSRR;NSRR;MILL CR;PRIV D

Map

Coordinates:
+39.10167, -84.54583
39°06'06" N, 84°32'45" W

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

Name:	US50 EB over CSRR;NSRR;MILL CR;PRIV D
Structure number:	3102815
Location:	1.2 MI W OF I75
Purpose:	Carries highway and pedestrian walkway over railroad and waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	143.1 ft. `[43.6 m]`
Total length:	1047.0 ft. `[319.1 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	59.1 ft. `[18.0 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1965
Year reconstructed:	2014
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:	14
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:	23,928 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Operating rating:	75.2 tons `[68.4 metric tons]`
Inventory rating:	45.2 tons `[41.1 metric tons]`
Sufficiency rating:	95.0

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
July 2016	95.0	Good	Very Good	Good	Good	-	23928
March 2015	95.0	Fair	Very Good	Satisfactory	Good	FO	18430
November 2014	95.0	Fair	Very Good	Satisfactory	Satisfactory	FO	18430
September 2013	17.0	Poor	Poor	Fair	Satisfactory	SD	18430
September 2012	61.0	Poor	Poor	Fair	Satisfactory	SD	18430
November 2011	61.0	Poor	Poor	Fair	Satisfactory	SD	18430
April 2010	61.0	Poor	Poor	Fair	Satisfactory	SD	15805
December 2009	61.0	Poor	Poor	Fair	Satisfactory	SD	15805
June 2008	63.0	Fair	Fair	Fair	Satisfactory	FO	15805
July 2007	63.0	Fair	Fair	Fair	Satisfactory	FO	15805
April 2006	64.0	Fair	Satisfactory	Fair	Good	FO	15805
September 2005	64.0	Fair	Good	Fair	Good	FO	15635
June 2004	75.0	Fair	Satisfactory	Good	Good	FO	15635
October 2003	75.0	Good	Good	Good	Good	FO	16483
October 2002	75.0	Good	Good	Good	Good	FO	16483
August 2001	75.0	Good	Good	Good	Good	FO	16483
November 2000	77.0	Good	Good	Good	Good	FO	16483
August 1999	77.0	Good	Good	Good	Good	FO	16483
November 1998	77.0	Good	Good	Good	Good	FO	16483
June 1996	77.0	Fair	Good	Satisfactory	Good	FO	16483
December 1994	77.0	Fair	Good	Satisfactory	Good	FO	10970
December 1992	63.0	Poor	Poor	Fair	Fair	SD	10970
November 1991	65.0	Fair	Fair	Fair	Fair	FO	10970
April 1991	76.0	Fair	Fair	Satisfactory	Satisfactory	FO	10970

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.	8,376	2,000	6,020	356	0
Deck
Reinforced Concrete Deck	sq. ft.	61,773	61,769	0	4	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	8	8	0	0	0
Substructure
Reinforced Concrete Column	each	27	27	0	0	0
Reinforced Concrete Pier Wall	linear ft.	751	751	0	0	0
Reinforced Concrete Abutment	linear ft.	167	167	0	0	0
Reinforced Concrete Pier Cap	linear ft.	751	751	0	0	0
Joints
Strip Seal Joint	linear ft.	118	118	0	0	0
Bearings
Movable Bearing	each	96	60	30	6	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,094	2,094	0	0	0