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DIVISION ST over N BR CHICAGO RIV CAN

Map

Coordinates:
+41.90350, -87.65720
41°54'13" N, 87°39'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DIVISION ST over N BR CHICAGO RIV CAN
Structure number:016601500000000
Old structure number:000016601526637 (from 1992 edition)
Location:829 W DIVISION
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:140.1 ft. [42.7 m]
Total length:267.1 ft. [81.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1903
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:15,900 [as of 2014]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:7.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,338,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairVery GoodVery GoodFair159007.0
October 2014FairExcellentExcellentFair159007.0
June 2013PoorSeriousSeriousFair159000.0
June 2011PoorSeriousSeriousFair161000.0
November 2009PoorSeriousSeriousFair161000.0
October 2007PoorSeriousSeriousFair166000.0
November 2005PoorPoorPoorFair1330046.4
October 2003PoorPoorPoorFair1330046.4
March 2002PoorPoorFairFair1330057.9
September 1999PoorPoorFairFair3890055.8
September 1997PoorPoorFairFair3890055.8
October 1995FairFairFairFair1190059.5
April 1994FairFairFairFair1190059.5
September 1992FairFairFairFair1640059.0
September 1990FairGoodSatisfactorySatisfactory1640071.3