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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]
Skew angle:54°
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 - Deck [09]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Other [9]

Latest Available Inspection: October 2014 

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:Excellent [9 out of 9]
Superstructure condition:Excellent [9 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. ratingEvaluationDeckSuper.Sub.ADT
October 20147.0Not deficientExcellentExcellentFair15900
June 20130.0Structurally deficientSeriousSeriousFair15900
June 20110.0Structurally deficientSeriousSeriousFair16100
November 20090.0Structurally deficientSeriousSeriousFair16100
October 20070.0Structurally deficientSeriousSeriousFair16600
November 200546.4Structurally deficientPoorPoorFair13300
October 200346.4Structurally deficientPoorPoorFair13300
March 200257.9Structurally deficientPoorFairFair13300
September 199955.8Structurally deficientPoorFairFair38900
September 199755.8Structurally deficientPoorFairFair38900
October 199559.5Functionally obsoleteFairFairFair11900
April 199459.5Functionally obsoleteFairFairFair11900
September 199259.0Functionally obsoleteFairFairFair16400
September 199071.3Not deficientGoodSatisfactorySatisfactory16400