US50 WB over NSRR;CSRR;LINN STREET

Map

Coordinates:
+39.10066, -84.53272
39°06'02" N, 84°31'58" W

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

Name:	US50 WB over NSRR;CSRR;LINN STREET
Structure number:	3103005
Location:	.4 MI W OF I75
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	149.0 ft. `[45.4 m]`
Total length:	795.0 ft. `[242.3 m]`
Roadway width between curbs:	44.9 ft. `[13.7 m]`
Deck width edge-to-edge:	52.2 ft. `[15.9 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1966
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 13.5 / HS 15 `[3]`
Number of main spans:	9
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:	19,349 `[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:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	95.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Satisfactory	Good	Good	19349	95.1
July 2017	Fair	Satisfactory	Good	Good	19349	95.1
August 2016	Fair	Satisfactory	Good	Good	19349	95.1
September 2015	Fair	Satisfactory	Satisfactory	Good	14260	95.6
September 2014	Fair	Fair	Satisfactory	Satisfactory	14260	94.6
September 2013	Fair	Satisfactory	Satisfactory	Satisfactory	14260	92.6
October 2012	Fair	Fair	Satisfactory	Satisfactory	14260	89.5
November 2011	Fair	Fair	Satisfactory	Satisfactory	14260	89.5
December 2010	Fair	Fair	Satisfactory	Satisfactory	11685	89.8
December 2009	Fair	Fair	Satisfactory	Satisfactory	11685	89.8
November 2008	Fair	Satisfactory	Satisfactory	Satisfactory	11685	90.8
July 2007	Fair	Satisfactory	Satisfactory	Satisfactory	11685	90.8
October 2006	Fair	Satisfactory	Satisfactory	Satisfactory	11685	90.8
November 2005	Good	Good	Good	Good	27582	89.2
October 2004	Good	Good	Good	Good	27582	89.2
October 2003	Good	Good	Good	Good	27582	89.2
November 2002	Good	Good	Good	Good	20205	72.4
December 2001	Fair	Good	Satisfactory	Good	20205	72.4
November 2000	Fair	Good	Satisfactory	Good	20205	74.4
August 1999	Fair	Good	Satisfactory	Good	20205	74.4
December 1998	Fair	Good	Satisfactory	Satisfactory	20205	74.4
November 1997	Fair	Good	Satisfactory	Satisfactory	20205	74.4
June 1996	Fair	Good	Satisfactory	Good	20205	74.4
December 1994	Fair	Good	Fair	Good	17020	61.9
December 1992	Fair	Fair	Fair	Fair	17020	60.8
November 1991	Fair	Fair	Fair	Fair	17020	60.8
April 1991	Fair	Fair	Satisfactory	Fair	17020	60.8

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.	4,770	3,390	1,380	0	0
Deck
Reinforced Concrete Deck	sq. ft.	41,473	30,468	10,268	681	56
Wearing Surfaces	sq. ft.	35,775	30,100	5,675	0	0
Substructure
Reinforced Concrete Column	each	21	19	2	0	0
Reinforced Concrete Abutment	linear ft.	105	99	3	3	0
Reinforced Concrete Pier Cap	linear ft.	418	403	15	0	0
Joints
Strip Seal Joint	linear ft.	156	94	62	0	0
Bearings
Movable Bearing	each	54	36	18	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,590	1,263	300	27	0