US50 WB over I75;RAMP=I75*S-US50*E
Map
Coordinates:
+39.10161, -84.5239539°06'06" N, 84°31'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US50 WB over I75;RAMP=I75*S-US50*E |
Structure number: | 3103153 |
Location: | OVER I75 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 110.9 ft. [33.8 m] |
Total length: | 524.0 ft. [159.7 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 81.0 ft. [24.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | 6 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,680 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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 replacement [2] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Satisfactory | 22680 | 79.0 |
November 2017 | Fair | Satisfactory | Good | Satisfactory | 22680 | 79.0 |
August 2016 | Fair | Satisfactory | Good | Satisfactory | 22680 | 79.0 |
September 2015 | Fair | Satisfactory | Good | Satisfactory | 29250 | 79.0 |
August 2014 | Fair | Satisfactory | Good | Satisfactory | 29250 | 79.0 |
September 2013 | Fair | Satisfactory | Good | Satisfactory | 29250 | 79.0 |
October 2012 | Fair | Satisfactory | Good | Satisfactory | 29250 | 77.0 |
October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 29250 | 77.0 |
December 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 35500 | 77.0 |
December 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 35500 | 77.0 |
December 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 35500 | 77.0 |
July 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 35500 | 77.0 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 35500 | 77.0 |
November 2005 | Fair | Good | Satisfactory | Satisfactory | 34600 | 77.0 |
October 2004 | Fair | Good | Satisfactory | Satisfactory | 34600 | 77.0 |
October 2003 | Fair | Good | Satisfactory | Satisfactory | 20497 | 77.0 |
November 2002 | Fair | Good | Satisfactory | Satisfactory | 20497 | 77.0 |
December 2001 | Fair | Good | Satisfactory | Satisfactory | 20497 | 77.0 |
November 2000 | Fair | Good | Satisfactory | Satisfactory | 20497 | 79.0 |
August 1999 | Fair | Good | Satisfactory | Satisfactory | 20497 | 79.0 |
December 1998 | Fair | Good | Good | Satisfactory | 20497 | 79.0 |
November 1997 | Fair | Good | Good | Satisfactory | 20497 | 79.0 |
June 1996 | Good | Good | Good | Good | 20497 | 79.0 |
December 1994 | Good | Good | Good | Good | 22325 | 79.0 |
December 1992 | Fair | Good | Satisfactory | Good | 22325 | 79.0 |
November 1991 | Fair | Good | Satisfactory | Good | 22325 | 79.0 |
April 1991 | Good | Good | Good | Good | 22325 | 79.0 |
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. | 4,292 | 472 | 3,820 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 42,444 | 25,259 | 17,050 | 105 | 30 |
Wearing Surfaces | sq. ft. | 26,200 | 21,698 | 4,500 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 30 | 20 | 9 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 162 | 126 | 24 | 12 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 405 | 292 | 100 | 13 | 0 |
Joints |
Strip Seal Joint | linear ft. | 240 | 110 | 45 | 85 | 0 |
Bearings |
Movable Bearing | each | 58 | 42 | 13 | 3 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,048 | 836 | 210 | 2 | 0 |