RMP US52E-SALEM RD over US52

Map

Coordinates:
+39.08277, -84.41996
39°04'58" N, 84°25'12" W

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

Name:	RMP US52E-SALEM RD over US52
Structure number:	3105776
Location:	.3 MI E OF LITTLE MIAMI R
Purpose:	Carries highway overpass over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	94.2 ft. `[28.7 m]`
Total length:	180.8 ft. `[55.1 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	52°
Owner:	State Highway Agency `[01]`
Year built:	1972
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
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:	Other `[9]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,990 `[as of 1980]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	93.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Satisfactory	Satisfactory	Good	3990	93.0
June 2017	Fair	Satisfactory	Satisfactory	Good	3990	93.0
June 2016	Fair	Satisfactory	Satisfactory	Good	3990	93.0
August 2015	Fair	Satisfactory	Satisfactory	Good	3990	93.0
October 2014	Fair	Satisfactory	Satisfactory	Good	3990	93.0
September 2013	Fair	Satisfactory	Satisfactory	Good	3990	93.0
December 2012	Fair	Satisfactory	Satisfactory	Good	3990	93.0
November 2011	Fair	Satisfactory	Satisfactory	Good	3990	93.0
July 2010	Fair	Satisfactory	Satisfactory	Good	3990	93.0
July 2009	Fair	Satisfactory	Satisfactory	Good	3990	93.0
October 2008	Fair	Satisfactory	Satisfactory	Good	3990	93.0
November 2007	Fair	Satisfactory	Satisfactory	Good	3990	93.0
September 2006	Fair	Satisfactory	Satisfactory	Good	3990	93.0
July 2005	Good	Good	Good	Good	3990	93.0
February 2005	Good	Good	Good	Good	3990	93.0
December 2003	Good	Good	Good	Good	3990	93.0
December 2002	Good	Good	Good	Good	3990	93.0
November 2001	Good	Good	Good	Good	3990	93.0
October 2000	Fair	Satisfactory	Satisfactory	Satisfactory	3990	98.0
October 1999	Fair	Satisfactory	Satisfactory	Satisfactory	3990	98.0
June 1998	Fair	Fair	Satisfactory	Fair	3990	87.0
January 1997	Fair	Fair	Fair	Fair	3990	87.0
May 1996	Fair	Fair	Fair	Fair	3990	87.0
December 1994	Poor	Fair	Poor	Fair	3990	70.0
December 1992	Poor	Satisfactory	Poor	Fair	3990	71.0
October 1991	Poor	Satisfactory	Poor	Fair	3990	71.0
February 1991	Poor	Fair	Poor	Good	3990	70.0

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.	720	684	24	12	0
Steel Protective Coating	sq. ft.	720	680	21	19	0
Deck
Reinforced Concrete Deck	sq. ft.	4,764	3,507	1,097	160	0
Wearing Surfaces	sq. ft.	3,618	3,483	135	0	0
Substructure
Reinforced Concrete Column	each	6	4	2	0	0
Reinforced Concrete Pier Wall	linear ft.	86	86	0	0	0
Reinforced Concrete Abutment	linear ft.	86	69	17	0	0
Reinforced Concrete Pier Cap	linear ft.	86	72	11	3	0
Joints
Strip Seal Joint	linear ft.	104	10	77	17	0
Bearings
Movable Bearing	each	16	8	4	4	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	362	337	23	2	0