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BELMONT AVE over N BR CHGO RVR

Map 

Coordinates:
+41.93941, -87.69280
41°56'22" N, 87°41'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:288.1 ft. [87.8 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:17.1 ft. [5.2 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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:3,350 [as of 2014]
Truck traffic:17% of total traffic
Deck condition:Fair [5 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]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.6
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201579.6Functionally obsoleteFairSatisfactorySatisfactory3350
June 201379.6Functionally obsoleteFairSatisfactorySatisfactory3350
June 201173.1Functionally obsoleteFairSatisfactoryGood14000
November 200873.3Functionally obsoleteSatisfactoryGoodGood16000
November 200673.3Functionally obsoleteSatisfactoryGoodGood16000
October 200467.4Functionally obsoleteSatisfactoryGoodGood28100
October 200267.4Functionally obsoleteSatisfactoryGoodGood28100
November 200067.4Functionally obsoleteSatisfactoryGoodGood28100
July 199867.4Functionally obsoleteSatisfactoryGoodGood28100
May 199671.4Functionally obsoleteSatisfactoryGoodGood19900
May 199473.7Not deficientGoodGoodGood19900
September 199274.3Not deficientGoodGoodGood18500
June 199174.3Not deficientVery GoodVery GoodGood18500