Share:

DIVISION ST over N BR CHICAGO RIV CAN

Map

Coordinates:
+41.90349, -87.65712
41°54'13" N, 87°39'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:17.1 ft. [5.2 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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 20167.0FairVery GoodVery GoodFair-15900
October 20147.0FairExcellentExcellentFair-15900
June 20130.0PoorSeriousSeriousFairSD15900
June 20110.0PoorSeriousSeriousFairSD16100
November 20090.0PoorSeriousSeriousFairSD16100
October 20070.0PoorSeriousSeriousFairSD16600
November 200546.4PoorPoorPoorFairSD13300
October 200346.4PoorPoorPoorFairSD13300
March 200257.9PoorPoorFairFairSD13300
September 199955.8PoorPoorFairFairSD38900
September 199755.8PoorPoorFairFairSD38900
October 199559.5FairFairFairFairFO11900
April 199459.5FairFairFairFairFO11900
September 199259.0FairFairFairFairFO16400
September 199071.3FairGoodSatisfactorySatisfactory-16400