I- 90,94 SEB &RV J over KIMBALL AVE
Map
Coordinates:
+41.94096, -87.7108841°56'27" N, 87°42'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I- 90,94 SEB &RV J over KIMBALL AVE |
Structure number: | 016012000000000 |
Old structure number: | 000016012003818 (from 1992 edition) |
Location: | 1.3 M SE IL 19 |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 218.5 ft. [66.6 m] |
Roadway width between curbs: | 86.0 ft. [26.2 m] |
Deck width edge-to-edge: | 123.4 ft. [37.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 133,200 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Fair | Good | Good | 133200 | 84.0 |
April 2015 | Fair | Fair | Good | Good | 133050 | 84.0 |
April 2013 | Fair | Fair | Good | Good | 128350 | 84.0 |
April 2011 | Fair | Fair | Good | Good | 147250 | 86.0 |
May 2009 | Fair | Satisfactory | Good | Good | 143900 | 87.0 |
July 2007 | Fair | Satisfactory | Good | Good | 131950 | 87.0 |
August 2005 | Good | Good | Good | Good | 135050 | 87.0 |
October 2004 | Good | Good | Good | Good | 135350 | 87.0 |
July 2003 | Good | Good | Good | Good | 134550 | 87.0 |
May 2002 | Good | Good | Good | Good | 131550 | 87.0 |
July 2000 | Good | Good | Very Good | Very Good | 136100 | 87.0 |
February 1999 | Good | Good | Very Good | Very Good | 135350 | 87.0 |
October 1997 | Good | Good | Very Good | Very Good | 133100 | 87.0 |
October 1996 | Good | Very Good | Good | Very Good | 129300 | 87.0 |
October 1994 | Good | Very Good | Good | Very Good | 102250 | 88.0 |
December 1993 | Good | Excellent | Good | Very Good | 123500 | 88.0 |
December 1992 | Poor | Poor | Fair | Fair | 123800 | 72.0 |
December 1991 | Poor | Poor | Fair | Fair | 123800 | 72.0 |
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. | 2,761 | 2,751 | 10 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 26,497 | 13,317 | 12,680 | 0 | 500 |
Substructure |
Reinforced Concrete Column | each | 25 | 25 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 249 | 249 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 247 | 247 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 496 | 496 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 130 | 130 | 0 | 0 | 0 |
Compression Joint | linear ft. | 133 | 0 | 0 | 133 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 0 | 38 | 0 | 2 |
Movable Bearing | each | 20 | 0 | 20 | 0 | 0 |
Fixed Bearing | each | 20 | 0 | 20 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 860 | 0 | 860 | 0 | 0 |