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DIVERSEY AVE over N BR CHICAGO RIVER

Map

Coordinates:
+41.93221, -87.68331
41°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorFairCriticalSatisfactory200006.0
June 2015FairFairFairSatisfactory2000069.0
June 2013FairFairFairSatisfactory2000069.0
June 2011FairGoodFairGood1600070.0
November 2008FairGoodFairGood2200070.0
November 2006FairGoodFairGood2200070.0
October 2004FairGoodFairGood1600070.0
October 2002FairGoodFairGood2010070.0
November 2000FairGoodFairGood1510070.0
July 1998FairGoodFairGood1510070.0
May 1996FairGoodSatisfactoryGood2500081.0
May 1994FairGoodSatisfactoryGood2500083.0
June 1992FairGoodSatisfactoryGood2000083.0
July 1990GoodGoodGoodGood2000083.0