IL 43 (HARLEM AVE over I- 90 JFK & CTA
Map
Coordinates:
+41.98263, -87.8069441°58'57" N, 87°48'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IL 43 (HARLEM AVE over I- 90 JFK & CTA |
Structure number: | 016030900000000 |
Old structure number: | 000016030904054 (from 1992 edition) |
Location: | 0.7 M N FOSTER AVE |
Purpose: | Carries highway overpass over highway and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 82.4 ft. [25.1 m] |
Total length: | 234.9 ft. [71.6 m] |
Roadway width between curbs: | 69.2 ft. [21.1 m] |
Deck width edge-to-edge: | 88.9 ft. [27.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 1° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 2000 |
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: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,500 [as of 2015] |
Truck traffic: | 12% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 95.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $2,205,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Good | Very Good | Very Good | Good | 20500 | 95.0 |
October 2014 | Good | Very Good | Very Good | Good | 22600 | 95.0 |
January 2013 | Good | Very Good | Very Good | Good | 28200 | 95.0 |
January 2011 | Good | Very Good | Very Good | Good | 32100 | 95.0 |
March 2009 | Good | Very Good | Very Good | Very Good | 32100 | 95.0 |
June 2007 | Good | Very Good | Very Good | Very Good | 32900 | 95.0 |
June 2005 | Good | Very Good | Very Good | Very Good | 30500 | 95.0 |
October 2003 | Good | Very Good | Very Good | Very Good | 33600 | 95.0 |
May 2001 | Good | Very Good | Excellent | Very Good | 22700 | 95.0 |
December 1998 | Poor | Poor | Satisfactory | Fair | 30500 | 79.0 |
February 1997 | Poor | Poor | Satisfactory | Fair | 31000 | 79.0 |
March 1995 | Poor | Poor | Satisfactory | Satisfactory | 31000 | 88.0 |
July 1993 | Poor | Poor | Satisfactory | Satisfactory | 28100 | 90.0 |
December 1992 | Poor | Poor | Satisfactory | Satisfactory | 29000 | 90.0 |
December 1991 | Poor | Poor | Satisfactory | Satisfactory | 29000 | 92.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 2,550 | 2,550 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 20,607 | 20,607 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 27 | 27 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 265 | 265 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 178 | 157 | 21 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 443 | 403 | 40 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 443 | 0 | 443 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 44 | 0 | 44 | 0 | 0 |
Fixed Bearing | each | 22 | 0 | 22 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 464 | 0 | 464 | 0 | 0 |