DIVERSEY AVE over N BR CHICAGO RIVER
Map
Coordinates:
+41.93221, -87.6833141°55'56" N, 87°40'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DIVERSEY AVE over N BR CHICAGO RIVER |
Structure number: | 016607700000000 |
Old structure number: | 000016607727319 (from 1992 edition) |
Location: | 2800 N & 2200 W |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 289.1 ft. [88.1 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 70.2 ft. [21.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 23° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1968 |
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] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,000 [as of 2014] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Critical [2 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 6.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $3,174,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Poor | Fair | Critical | Satisfactory | 20000 | 6.0 |
June 2015 | Fair | Fair | Fair | Satisfactory | 20000 | 69.0 |
June 2013 | Fair | Fair | Fair | Satisfactory | 20000 | 69.0 |
June 2011 | Fair | Good | Fair | Good | 16000 | 70.0 |
November 2008 | Fair | Good | Fair | Good | 22000 | 70.0 |
November 2006 | Fair | Good | Fair | Good | 22000 | 70.0 |
October 2004 | Fair | Good | Fair | Good | 16000 | 70.0 |
October 2002 | Fair | Good | Fair | Good | 20100 | 70.0 |
November 2000 | Fair | Good | Fair | Good | 15100 | 70.0 |
July 1998 | Fair | Good | Fair | Good | 15100 | 70.0 |
May 1996 | Fair | Good | Satisfactory | Good | 25000 | 81.0 |
May 1994 | Fair | Good | Satisfactory | Good | 25000 | 83.0 |
June 1992 | Fair | Good | Satisfactory | Good | 20000 | 83.0 |
July 1990 | Good | Good | Good | Good | 20000 | 83.0 |