US 52 over LITTLE MIAMI RIVER

Map

Coordinates:
+39.08609, -84.42174
39°05'10" N, 84°25'18" W

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

Name:	US 52 over LITTLE MIAMI RIVER
Structure number:	3105768
Location:	OVER LITTLE MIAMI RIVER
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	128.0 ft. `[39.0 m]`
Total length:	462.9 ft. `[141.1 m]`
Roadway width between curbs:	62.0 ft. `[18.9 m]`
Deck width edge-to-edge:	70.2 ft. `[21.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1972
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	4
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	18,415 `[as of 2015]`
Truck traffic:	5% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	98.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Good	Good	Good	18415	98.0
October 2017	Good	Good	Good	Good	18415	98.0
March 2016	Good	Good	Good	Good	18415	98.0
August 2015	Good	Good	Good	Good	14000	98.0
October 2014	Good	Good	Good	Good	14000	98.0
September 2013	Good	Good	Good	Good	14000	98.0
October 2012	Good	Good	Good	Good	14000	96.0
December 2011	Good	Good	Good	Good	14000	96.0
September 2010	Fair	Satisfactory	Good	Good	15550	96.0
August 2009	Fair	Satisfactory	Good	Good	15550	96.0
October 2008	Fair	Satisfactory	Good	Good	15550	96.0
November 2007	Fair	Satisfactory	Good	Good	15550	96.0
May 2006	Good	Good	Good	Good	15550	96.0
September 2005	Good	Good	Good	Good	20390	96.0
April 2004	Good	Good	Good	Good	20390	96.0
December 2003	Good	Good	Good	Good	17213	96.0
December 2002	Good	Good	Good	Good	17213	96.0
November 2001	Good	Good	Good	Good	17213	96.0
September 2000	Fair	Satisfactory	Good	Satisfactory	17213	98.0
October 1999	Fair	Satisfactory	Good	Satisfactory	17213	98.0
November 1998	Fair	Satisfactory	Good	Satisfactory	17213	98.0
January 1997	Fair	Satisfactory	Satisfactory	Good	17213	98.0
May 1996	Fair	Satisfactory	Very Good	Good	17213	98.0
December 1994	Fair	Fair	Good	Good	11464	97.0
December 1992	Fair	Fair	Satisfactory	Satisfactory	11464	97.0
October 1991	Fair	Fair	Satisfactory	Satisfactory	11464	97.0
February 1991	Fair	Fair	Good	Good	11464	97.0

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.	3,704	3,494	210	0	0
Steel Protective Coating	sq. ft.	74,304	74,304	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	32,565	25,848	6,650	67	0
Wearing Surfaces	sq. ft.	28,706	26,162	2,500	44	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	121	100	19	2	0
Reinforced Concrete Abutment	linear ft.	141	121	19	1	0
Reinforced Concrete Pier Cap	linear ft.	211	195	16	0	0
Joints
Strip Seal Joint	linear ft.	141	34	80	27	0
Bearings
Movable Bearing	each	40	21	13	6	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	926	594	329	3	0