SR 264 over RELIEF(ABANDONED RR)

Map

Coordinates:
+39.12854, -84.60593
39°07'43" 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:	19.7 ft. `[6.0 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:	Satisfactory `[6 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]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge foundations (including piles) on dry land well above flood water elevations. `[9]`
Sufficiency rating:	79.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Satisfactory	Satisfactory	Satisfactory	16331	79.0
May 2017	Fair	Satisfactory	Satisfactory	Satisfactory	16331	79.0
May 2016	Fair	Satisfactory	Good	Satisfactory	16331	79.0
July 2015	Fair	Satisfactory	Good	Satisfactory	23940	78.1
September 2014	Fair	Satisfactory	Good	Satisfactory	23940	78.1
October 2013	Fair	Satisfactory	Good	Satisfactory	23940	78.1
November 2012	Fair	Satisfactory	Good	Satisfactory	23940	78.1
August 2011	Fair	Satisfactory	Good	Satisfactory	23940	78.1
October 2010	Fair	Satisfactory	Good	Satisfactory	25794	77.9
August 2009	Fair	Satisfactory	Good	Satisfactory	25794	77.9
October 2008	Fair	Satisfactory	Good	Satisfactory	25794	77.9
November 2007	Fair	Satisfactory	Satisfactory	Satisfactory	25794	77.9
October 2006	Fair	Satisfactory	Satisfactory	Satisfactory	21071	78.5
August 2005	Good	Good	Good	Good	21071	78.5
December 2004	Good	Good	Good	Good	21071	78.5
December 2003	Good	Very Good	Very Good	Good	21071	78.5
September 2002	Fair	Satisfactory	Good	Good	21071	78.5
December 2001	Fair	Satisfactory	Good	Good	21071	78.5
December 2000	Fair	Satisfactory	Good	Good	21071	78.5
August 1999	Fair	Satisfactory	Good	Good	21071	78.5
September 1998	Fair	Satisfactory	Good	Good	21071	78.5
May 1997	Fair	Satisfactory	Good	Good	21071	78.5
May 1996	Good	Good	Good	Good	21071	78.5
December 1994	Good	Good	Good	Good	25018	80.7
December 1992	Good	Good	Good	Good	25018	80.7
October 1991	Good	Good	Very Good	Good	25018	80.7
December 1990	Good	Good	Very Good	Good	25018	80.7

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.	1,404	354	1,025	25	0
Deck
Reinforced Concrete Deck	sq. ft.	9,412	8,018	1,362	16	16
Wearing Surfaces	sq. ft.	7,800	3,898	3,900	2	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	154	134	15	5	0
Reinforced Concrete Pier Cap	linear ft.	77	72	0	5	0
Joints
Assembly without Seal Joint	linear ft.	120	100	20	0	0
Bearings
Movable Bearing	each	27	19	4	4	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	312	0	156	156	0