ADDISON ST over I- 90,94 JFK
Map
Coordinates:
+41.94640, -87.7180241°56'47" N, 87°43'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | ADDISON ST over I- 90,94 JFK |
Structure number: | 016066900000000 |
Old structure number: | 000016066904303 (from 1992 edition) |
Location: | 3.8 M NW IL 64 |
Purpose: | Carries highway overpass over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 85.6 ft. [26.1 m] |
Total length: | 243.8 ft. [74.3 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 81.0 ft. [24.7 m] |
Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 1995 |
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: | 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: April 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,200 [as of 2014] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 72.7 tons [66.1 metric tons] |
Inventory rating: | 43.5 tons [39.5 metric tons] |
Sufficiency rating: | 77.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 77.0 | Fair | Good | Satisfactory | Good | FO | 20200 |
April 2014 | 77.0 | Fair | Good | Satisfactory | Good | FO | 20200 |
April 2012 | 59.0 | Fair | Good | Satisfactory | Good | FO | 19600 |
April 2010 | 79.0 | Fair | Good | Satisfactory | Good | FO | 19600 |
May 2008 | 79.0 | Fair | Good | Satisfactory | Good | FO | 22300 |
May 2006 | 79.0 | Fair | Good | Satisfactory | Good | FO | 22300 |
April 2005 | 79.0 | Fair | Good | Satisfactory | Good | FO | 17900 |
November 2003 | 79.0 | Fair | Good | Satisfactory | Good | - | 17900 |
December 2002 | 79.0 | Fair | Good | Satisfactory | Good | - | 17900 |
October 2000 | 79.0 | Fair | Good | Satisfactory | Good | - | 17900 |
January 1999 | 79.0 | Fair | Very Good | Satisfactory | Good | - | 17900 |
February 1998 | 79.0 | Fair | Very Good | Satisfactory | Good | - | 21800 |
February 1997 | 79.0 | Fair | Very Good | Satisfactory | Good | - | 21800 |
May 1995 | 65.0 | Poor | Poor | Satisfactory | Fair | SD | 21800 |
July 1993 | 65.0 | Poor | Poor | Satisfactory | Fair | SD | 123500 |
December 1992 | 65.0 | Poor | Poor | Satisfactory | Fair | SD | 260200 |
December 1991 | 66.0 | Poor | Poor | Satisfactory | Fair | SD | 260200 |