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ARGYLE ST over N.BRANCH CHGO RIVER

Map

Coordinates:
+41.97000, -87.70000
41°58'12" N, 87°42'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARGYLE ST over N.BRANCH CHGO RIVER
Structure number:016607200000000
Old structure number:000016607226801 (from 1992 edition)
Location:5000 N & 3000 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:73.2 ft. [22.3 m]
Total length:151.6 ft. [46.2 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:1975
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:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1998]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$951,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryGood500080.4
August 2015FairSatisfactoryGoodGood500081.0
August 2013FairSatisfactoryGoodGood500081.0
August 2011GoodGoodGoodGood500979.5
September 2009GoodGoodGoodVery Good500979.5
October 2007GoodGoodGoodVery Good500979.5
October 2005GoodVery GoodGoodVery Good500979.5
October 2003GoodVery GoodGoodVery Good500979.5
October 2001GoodVery GoodGoodVery Good500979.5
October 1999GoodVery GoodGoodVery Good500979.5
October 1997GoodVery GoodGoodVery Good500979.5
May 1996GoodVery GoodGoodVery Good-100.0
June 1994GoodVery GoodGoodVery Good-100.0
October 1992GoodVery GoodGoodVery Good-100.0
June 1991GoodVery GoodVery GoodVery Good-100.0