US 52 over LITTLE MIAMI RIVER

Map

Coordinates:
+39.08583, -84.42139
39°05'09" N, 84°25'17" 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]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	98.0

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