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DIVERSEY AVE over N BR CHICAGO RIVER

Map

Coordinates:
+41.93224, -87.68243
41°55'56" N, 87°40'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:285.1 ft. [86.9 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:21.0 ft. [6.4 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: June 2015

Good/Fair/Poor Condition:Fair
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:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:69.0
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201569.0FairFairFairSatisfactoryFO20000
June 201369.0FairFairFairSatisfactoryFO20000
June 201170.0FairGoodFairGoodFO16000
November 200870.0FairGoodFairGoodFO22000
November 200670.0FairGoodFairGoodFO22000
October 200470.0FairGoodFairGoodFO16000
October 200270.0FairGoodFairGoodFO20100
November 200070.0FairGoodFairGoodFO15100
July 199870.0FairGoodFairGoodFO15100
May 199681.0FairGoodSatisfactoryGoodFO25000
May 199483.0FairGoodSatisfactoryGood-25000
June 199283.0FairGoodSatisfactoryGood-20000
July 199083.0GoodGoodGoodGood-20000