SR 264 over RELIEF(ABANDONED RR)

Map

Coordinates:
+39.12917, -84.60583
39°07'45" N, 84°36'21" W

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

Name:	SR 264 over RELIEF(ABANDONED RR)
Structure number:	3111547
Location:	5.9 MI W OF IR 75
Purpose:	Carries highway over relief for waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	75.1 ft. `[22.9 m]`
Total length:	155.8 ft. `[47.5 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	60.4 ft. `[18.4 m]`
Vertical clearance below bridge:	20.0 ft. `[6.1 m]`
Skew angle:	38°
Owner:	State Highway Agency `[01]`
Year built:	1977
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:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	16,331 `[as of 2015]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge foundations (including piles) on dry land well above flood water elevations. `[9]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	79.0

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2016	79.0	Fair	Satisfactory	Good	Satisfactory	FO	16331
July 2015	78.1	Fair	Satisfactory	Good	Satisfactory	FO	23940
September 2014	78.1	Fair	Satisfactory	Good	Satisfactory	FO	23940
October 2013	78.1	Fair	Satisfactory	Good	Satisfactory	FO	23940
November 2012	78.1	Fair	Satisfactory	Good	Satisfactory	FO	23940
August 2011	78.1	Fair	Satisfactory	Good	Satisfactory	FO	23940
October 2010	77.9	Fair	Satisfactory	Good	Satisfactory	FO	25794
August 2009	77.9	Fair	Satisfactory	Good	Satisfactory	FO	25794
October 2008	77.9	Fair	Satisfactory	Good	Satisfactory	FO	25794
November 2007	77.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	25794
October 2006	78.5	Fair	Satisfactory	Satisfactory	Satisfactory	FO	21071
August 2005	78.5	Good	Good	Good	Good	FO	21071
December 2004	78.5	Good	Good	Good	Good	FO	21071
December 2003	78.5	Good	Very Good	Very Good	Good	FO	21071
September 2002	78.5	Fair	Satisfactory	Good	Good	FO	21071
December 2001	78.5	Fair	Satisfactory	Good	Good	FO	21071
December 2000	78.5	Fair	Satisfactory	Good	Good	FO	21071
August 1999	78.5	Fair	Satisfactory	Good	Good	FO	21071
September 1998	78.5	Fair	Satisfactory	Good	Good	FO	21071
May 1997	78.5	Fair	Satisfactory	Good	Good	FO	21071
May 1996	78.5	Good	Good	Good	Good	FO	21071
December 1994	80.7	Good	Good	Good	Good	-	25018
December 1992	80.7	Good	Good	Good	Good	-	25018
October 1991	80.7	Good	Good	Very Good	Good	-	25018
December 1990	80.7	Good	Good	Very Good	Good	-	25018

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.	1,404	1,344	50	10	0
Deck
Reinforced Concrete Deck	sq. ft.	9,412	8,800	612	0	0
Wearing Surfaces	sq. ft.	7,800	3,900	3,900	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Pier Wall	linear ft.	77	77	0	0	0
Reinforced Concrete Abutment	linear ft.	154	78	76	0	0
Reinforced Concrete Pier Cap	linear ft.	77	72	5	0	0
Joints
Assembly without Seal Joint	linear ft.	120	0	120	0	0
Bearings
Movable Bearing	each	27	19	6	2	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	312	156	156	0	0