US50 WB over NSRR;CSRR;LINN STREET
Map
Coordinates:
+39.10066, -84.5327239°06'02" N, 84°31'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US50 WB over NSRR;CSRR;LINN STREET |
Structure number: | 3103005 |
Location: | .4 MI W OF I75 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 149.0 ft. [45.4 m] |
Total length: | 795.0 ft. [242.3 m] |
Roadway width between curbs: | 44.9 ft. [13.7 m] |
Deck width edge-to-edge: | 52.2 ft. [15.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 9 |
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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,349 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Good | Good | 19349 | 95.1 |
July 2017 | Fair | Satisfactory | Good | Good | 19349 | 95.1 |
August 2016 | Fair | Satisfactory | Good | Good | 19349 | 95.1 |
September 2015 | Fair | Satisfactory | Satisfactory | Good | 14260 | 95.6 |
September 2014 | Fair | Fair | Satisfactory | Satisfactory | 14260 | 94.6 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 14260 | 92.6 |
October 2012 | Fair | Fair | Satisfactory | Satisfactory | 14260 | 89.5 |
November 2011 | Fair | Fair | Satisfactory | Satisfactory | 14260 | 89.5 |
December 2010 | Fair | Fair | Satisfactory | Satisfactory | 11685 | 89.8 |
December 2009 | Fair | Fair | Satisfactory | Satisfactory | 11685 | 89.8 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 11685 | 90.8 |
July 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 11685 | 90.8 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 11685 | 90.8 |
November 2005 | Good | Good | Good | Good | 27582 | 89.2 |
October 2004 | Good | Good | Good | Good | 27582 | 89.2 |
October 2003 | Good | Good | Good | Good | 27582 | 89.2 |
November 2002 | Good | Good | Good | Good | 20205 | 72.4 |
December 2001 | Fair | Good | Satisfactory | Good | 20205 | 72.4 |
November 2000 | Fair | Good | Satisfactory | Good | 20205 | 74.4 |
August 1999 | Fair | Good | Satisfactory | Good | 20205 | 74.4 |
December 1998 | Fair | Good | Satisfactory | Satisfactory | 20205 | 74.4 |
November 1997 | Fair | Good | Satisfactory | Satisfactory | 20205 | 74.4 |
June 1996 | Fair | Good | Satisfactory | Good | 20205 | 74.4 |
December 1994 | Fair | Good | Fair | Good | 17020 | 61.9 |
December 1992 | Fair | Fair | Fair | Fair | 17020 | 60.8 |
November 1991 | Fair | Fair | Fair | Fair | 17020 | 60.8 |
April 1991 | Fair | Fair | Satisfactory | Fair | 17020 | 60.8 |
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. | 4,770 | 3,390 | 1,380 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 41,473 | 30,468 | 10,268 | 681 | 56 |
Wearing Surfaces | sq. ft. | 35,775 | 30,100 | 5,675 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 21 | 19 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 105 | 99 | 3 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 418 | 403 | 15 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 156 | 94 | 62 | 0 | 0 |
Bearings |
Movable Bearing | each | 54 | 36 | 18 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,590 | 1,263 | 300 | 27 | 0 |