US-231 over OHIO RIVER, IN ST RT 66,
Map
Coordinates:
+37.90194, -87.0347237°54'07" N, 87°02'05" W
Facts
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] |
Latest Available Inspection: May 2017
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 |
Previous Inspections
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 |
Element Data
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 |