WABASH AV NCHGRV over KINZIE STREET
Map
Coordinates:
+41.88928, -87.6266941°53'21" N, 87°37'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WABASH AV NCHGRV over KINZIE STREET |
Structure number: | 016616000000000 |
Old structure number: | 000016616034089 (from 1992 edition) |
Location: | 50E, 300N TO 400N |
Purpose: | Carries highway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 446.9 ft. [136.2 m] |
Roadway width between curbs: | 54.1 ft. [16.5 m] |
Deck width edge-to-edge: | 83.0 ft. [25.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2005 |
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: | 13 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,600 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 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 minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2016 | Good | Good | Good | Good | 4600 | 84.0 |
June 2014 | Good | Good | Very Good | Very Good | 4600 | 84.0 |
June 2012 | Good | Good | Very Good | Very Good | 5800 | 79.0 |
August 2010 | Good | Very Good | Very Good | Very Good | 5800 | 83.0 |
December 2007 | Good | Excellent | Excellent | Excellent | 5800 | 83.0 |