OHIO ST FEEDER W A over RR - UP,TRIB PARKING
Map
Coordinates:
+41.89242, -87.6446841°53'33" N, 87°38'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OHIO ST FEEDER W A over RR - UP,TRIB PARKING |
Structure number: | 016106100000000 |
Old structure number: | 000016106126353 (from 1992 edition) |
Location: | 0.5 M E I-94 |
Purpose: | Carries highway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 94.2 ft. [28.7 m] |
Total length: | 572.2 ft. [174.4 m] |
Roadway width between curbs: | 83.3 ft. [25.4 m] |
Deck width edge-to-edge: | 89.6 ft. [27.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 8 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 39,600 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 38.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Poor | Good | Poor | Satisfactory | 39600 | 38.0 |
January 2016 | Poor | Good | Poor | Satisfactory | 39600 | 68.0 |
January 2015 | Poor | Good | Poor | Satisfactory | 39600 | 68.0 |
February 2013 | Fair | Good | Satisfactory | Satisfactory | 39600 | 97.0 |
February 2011 | Good | Good | Good | Good | 39600 | 97.0 |
March 2009 | Good | Good | Good | Good | 39600 | 97.0 |
May 2007 | Good | Good | Good | Good | 39600 | 97.0 |
August 2005 | Good | Good | Good | Good | 97109 | 97.0 |
February 2004 | Good | Good | Good | Good | 97109 | 97.0 |
October 2002 | Good | Good | Good | Good | 97109 | 97.0 |
April 2001 | Good | Good | Good | Good | 97109 | 97.0 |
May 1999 | Good | Very Good | Good | Very Good | 35009 | 96.0 |
October 1997 | Good | Very Good | Good | Very Good | 76100 | 96.0 |
September 1996 | Good | Very Good | Very Good | Very Good | 76100 | 96.0 |
November 1994 | Good | Very Good | Good | Very Good | - | 96.0 |
December 1993 | Good | Excellent | Good | Very Good | - | 96.0 |
December 1992 | Good | Excellent | Good | Good | - | 96.0 |
December 1991 | Poor | Poor | Satisfactory | Fair | - | 82.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 3,434 | 3,094 | 100 | 240 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 51,331 | 50,831 | 500 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 63 | 57 | 6 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 750 | 716 | 34 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 179 | 145 | 33 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 929 | 727 | 192 | 10 | 0 |
Joints |
Pourable Joint | linear ft. | 339 | 0 | 0 | 30 | 309 |
Bearings |
Elastomeric Bearing | each | 64 | 0 | 64 | 0 | 0 |
Movable Bearing | each | 64 | 0 | 30 | 34 | 0 |
Fixed Bearing | each | 32 | 0 | 29 | 3 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,776 | 0 | 1,776 | 0 | 0 |