IR 75 over BANK STREET
Map
Coordinates:
+39.11962, -84.5353939°07'11" N, 84°32'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IR 75 over BANK STREET |
Structure number: | 3109364 |
Location: | 1.3 MI S OF US 52 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 189.0 ft. [57.6 m] |
Roadway width between curbs: | 146.7 ft. [44.7 m] |
Deck width edge-to-edge: | 150.6 ft. [45.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 143,847 [as of 2015] |
Truck traffic: | 16% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 143847 | 98.0 |
May 2017 | Good | Good | Good | Good | 143847 | 98.0 |
March 2016 | Good | Good | Good | Good | 143847 | 98.0 |
April 2015 | Good | Good | Good | Good | 180470 | 98.0 |
August 2014 | Fair | Satisfactory | Good | Satisfactory | 180470 | 98.0 |
November 2013 | Fair | Good | Good | Satisfactory | 180470 | 98.0 |
November 2012 | Fair | Satisfactory | Good | Satisfactory | 180470 | 98.0 |
October 2011 | Fair | Satisfactory | Good | Satisfactory | 180470 | 98.0 |
November 2010 | Fair | Satisfactory | Good | Satisfactory | 163190 | 98.0 |
December 2009 | Fair | Satisfactory | Good | Satisfactory | 163190 | 98.0 |
December 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 163190 | 98.0 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 163190 | 98.0 |
December 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 163190 | 98.0 |
December 2005 | Good | Good | Good | Good | 168460 | 98.0 |
November 2004 | Good | Good | Good | Good | 155800 | 98.0 |
September 2003 | Good | Good | Good | Good | 155800 | 98.0 |
August 2002 | Good | Good | Good | Good | 155800 | 98.0 |
November 2000 | Good | Good | Good | Good | 155800 | 98.0 |
October 1999 | Good | Good | Good | Good | 155800 | 98.0 |
November 1998 | Good | Good | Good | Good | 155800 | 98.0 |
January 1997 | Fair | Satisfactory | Good | Good | 155800 | 98.0 |
January 1996 | Good | Good | Good | Good | 155800 | 98.0 |
December 1994 | Good | Good | Good | Good | 135888 | 98.0 |
November 1992 | Good | Good | Good | Good | 135888 | 98.0 |
November 1991 | Good | Good | Good | Good | 135888 | 98.0 |
February 1991 | Good | Good | Good | Good | 135888 | 98.0 |
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 Girder/Beam | linear ft. | 3,477 | 1,269 | 2,208 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 28,461 | 27,694 | 679 | 75 | 13 |
Wearing Surfaces | sq. ft. | 27,705 | 23,527 | 2,848 | 1,330 | 0 |
Substructure |
Reinforced Concrete Column | each | 39 | 27 | 11 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 311 | 252 | 52 | 7 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 466 | 456 | 10 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 292 | 0 | 292 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 95 | 95 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 378 | 302 | 70 | 6 | 0 |