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BELMONT AVE over N BR CHGO RVR

Map

Coordinates:
+41.93942, -87.69336
41°56'22" N, 87°41'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BELMONT AVE over N BR CHGO RVR
Structure number:016600400000000
Old structure number:000016600426623 (from 1992 edition)
Location:3200 N & 2600 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:169.0 ft. [51.5 m]
Total length:292.0 ft. [89.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1917
Year reconstructed:1976
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: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,350 [as of 2014]
Truck traffic:17% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,011,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorPoorSatisfactorySatisfactory335078.8
June 2015FairFairSatisfactorySatisfactory335079.6
June 2013FairFairSatisfactorySatisfactory335079.6
June 2011FairFairSatisfactoryGood1400073.1
November 2008FairSatisfactoryGoodGood1600073.3
November 2006FairSatisfactoryGoodGood1600073.3
October 2004FairSatisfactoryGoodGood2810067.4
October 2002FairSatisfactoryGoodGood2810067.4
November 2000FairSatisfactoryGoodGood2810067.4
July 1998FairSatisfactoryGoodGood2810067.4
May 1996FairSatisfactoryGoodGood1990071.4
May 1994GoodGoodGoodGood1990073.7
September 1992GoodGoodGoodGood1850074.3
June 1991GoodVery GoodVery GoodGood1850074.3