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FULLERTON AVE over N BR CHICAGO RIVER

Map

Coordinates:
+41.92507, -87.67473
41°55'30" N, 87°40'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FULLERTON AVE over N BR CHICAGO RIVER
Structure number:016608000000000
Old structure number:000016608026636 (from 1992 edition)
Location:2400 N & 1900 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:106.0 ft. [32.3 m]
Total length:277.9 ft. [84.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1896
Year reconstructed:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:27,500 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,936,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016PoorSatisfactoryPoorFair2750048.4
November 2014PoorSatisfactoryPoorFair2750048.4
November 2012PoorSatisfactoryPoorFair3180047.5
November 2010FairSatisfactoryFairSatisfactory3180067.7
November 2008FairSatisfactorySatisfactorySatisfactory2590079.4
November 2006FairSatisfactorySatisfactorySatisfactory2590079.4
October 2004FairSatisfactorySatisfactorySatisfactory3040079.2
October 2002FairSatisfactorySatisfactoryGood3040079.2
November 2000FairSatisfactorySatisfactoryGood2900079.2
July 1998FairSatisfactorySatisfactoryGood2900079.2
May 1996FairSatisfactorySatisfactoryGood2170079.7
May 1994FairGoodSatisfactorySatisfactory2170078.9
May 1992FairGoodSatisfactoryGood1770079.3
May 1990GoodGoodGoodGood1770079.3