US-231 over OHIO RIVER, IN ST RT 66,

Map

Coordinates:
+37.90194, -87.03472
37°54'07" N, 87°02'05" W

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

Name:	US-231 over OHIO RIVER, IN ST RT 66,
Structure number:	030B00164N
Location:	2.6 MI N JCT US60
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	1200.2 ft. `[365.8 m]`
Total length:	4510.1 ft. `[1374.6 m]`
Roadway width between curbs:	64.0 ft. `[19.5 m]`
Deck width edge-to-edge:	77.8 ft. `[23.7 m]`
Vertical clearance below bridge:	75.5 ft. `[23.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	2002
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stayed girder `[14]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,683 `[as of 2012]`
Truck traffic:	31% 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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	74.4
Estimated cost of work:	$4,140,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Satisfactory	Satisfactory	Satisfactory	5683	74.4
May 2015	Good	Good	Good	Good	5683	74.4
May 2013	Good	Good	Good	Good	5793	74.1
May 2011	Good	Very Good	Good	Good	5890	73.9
December 2009	Good	Very Good	Good	Very Good	6240	73.2
January 2008	Good	Very Good	Very Good	Very Good	5920	73.9
November 2005	Good	Very Good	Very Good	Very Good	5216	75.3

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.	11,460	11,345	115	0	0
Steel Protective Coating	sq. ft.	324,700	275,995	48,705	0	0
Prestressed Concrete Girder/Beam	linear ft.	8,590	8,504	86	0	0
Deck
Reinforced Concrete Deck	sq. ft.	350,280	160,780	189,500	0	0
Wearing Surfaces	sq. ft.	288,539	0	288,539	0	0
Superstructure
Steel Main Cable	linear ft.	3,278	0	3,278	0	0
Steel Protective Coating	sq. ft.	42,870	33,048	9,822	0	0
Steel Floor Beam	linear ft.	11,276	11,276	0	0	0
Steel Protective Coating	sq. ft.	159,700	159,700	0	0	0
Substructure
Reinforced Concrete Column	each	31	27	4	0	0
Reinforced Concrete Pier Wall	linear ft.	104	104	0	0	0
Reinforced Concrete Abutment	linear ft.	140	135	5	0	0
Reinforced Concrete Pier Cap	linear ft.	1,062	743	319	0	0
Joints
Strip Seal Joint	linear ft.	67	0	67	0	0
Pourable Joint	linear ft.	133	133	0	0	0
Compression Joint	linear ft.	67	0	67	0	0
Open Joint	linear ft.	140	70	70	0	0
Bearings
Elastomeric Bearing	each	144	124	20	0	0
Steel Protective Coating	sq. ft.	65	65	0	0	0
Pot Bearing	each	24	21	0	3	0
Steel Protective Coating	sq. ft.	246	0	246	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	4,400	4,400	0	0	0
Steel Protective Coating	sq. ft.	10,120	10,120	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	13,515	9,460	4,055	0	0