I-65 over SR 46
Map
Coordinates:
+39.20036, -85.9580739°12'01" N, 85°57'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-65 over SR 46 |
Structure number: | 035520 |
Location: | 04.57 N SR 58 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 197.5 ft. [60.2 m] |
Total length: | 292.0 ft. [89.0 m] |
Roadway width between curbs: | 81.4 ft. [24.8 m] |
Deck width edge-to-edge: | 96.8 ft. [29.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Arch - Thru [12] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 43,704 [as of 2004] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Satisfactory | Very Good | 43704 | 93.0 |
September 2015 | Fair | Good | Satisfactory | Very Good | 43704 | 93.0 |
September 2013 | Fair | Good | Satisfactory | Very Good | 43704 | 93.0 |
January 2012 | Good | Good | Very Good | Very Good | 43704 | 93.0 |
October 2009 | Good | Good | Very Good | Very Good | 43704 | 93.0 |
October 2007 | Good | Very Good | Very Good | Very Good | 43704 | 93.0 |
May 2005 | Good | Very Good | Very Good | Very Good | 43704 | 93.0 |
June 2003 | Good | Very Good | Very Good | Very Good | 42847 | 93.0 |
June 2001 | Good | Very Good | Very Good | Very Good | 42847 | 93.0 |
August 1999 | Good | Very Good | Very Good | Very Good | 29900 | 93.0 |
August 1997 | Good | Very Good | Very Good | Very Good | 29900 | 93.0 |
April 1994 | Good | Very Good | Good | Good | 10300 | 93.7 |
March 1993 | Good | Very Good | Good | Good | 10300 | 93.7 |
March 1990 | Fair | Very Good | Satisfactory | Good | 10300 | 96.0 |
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 Closed Web/Box Girder | linear ft. | 1,470 | 1,465 | 0 | 5 | 0 |
Steel Protective Coating | sq. ft. | 1,400 | 1,251 | 149 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 1,158 | 0 | 1,158 | 0 | 0 |
Deck |
Prestressed Concrete Deck | sq. ft. | 27,985 | 27,985 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 23,546 | 23,130 | 412 | 4 | 0 |
Superstructure |
Steel Arch | linear ft. | 196 | 196 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,920 | 2,845 | 74 | 1 | 0 |
Steel Secondary Cable | each | 18 | 17 | 1 | 0 | 0 |
Prestressed Concrete Floor Beam | linear ft. | 386 | 378 | 8 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 163 | 163 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 20 | 20 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 97 | 32 | 20 | 45 | 0 |
Assembly with Seal | each | 97 | 77 | 20 | 0 | 0 |
Bearings |
Disk Bearing | each | 20 | 16 | 0 | 4 | 0 |