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ARCHER AVE over S FK S BR CHI RIVER

Map

Coordinates:
+41.83836, -87.66454
41°50'18" N, 87°39'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARCHER AVE over S FK S BR CHI RIVER
Structure number:016607100000000
Old structure number:000016607123203 (from 1992 edition)
Location:3100 S 1550 W P5C
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:136.5 ft. [41.6 m]
Total length:218.2 ft. [66.5 m]
Roadway width between curbs:77.1 ft. [23.5 m]
Deck width edge-to-edge:92.9 ft. [28.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1963
Year reconstructed:2006
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,100 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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:93.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,907,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairGoodVery GoodSatisfactory2410093.7
June 2015FairVery GoodVery GoodSatisfactory2410096.7
June 2013GoodVery GoodVery GoodVery Good2410096.7
June 2011GoodVery GoodVery GoodVery Good2580097.8
October 2008GoodVery GoodVery GoodVery Good2360097.9
October 2006GoodExcellentExcellentExcellent2360090.3
October 2003PoorSatisfactoryPoorPoor2450070.3
October 2001PoorSatisfactoryPoorPoor2000070.6
October 1999PoorSatisfactoryPoorPoor2000070.6
October 1997FairSatisfactoryFairFair2000086.9
October 1995FairSatisfactoryFairFair2980085.4
May 1994FairSatisfactoryFairFair2980083.4
September 1992FairSatisfactorySatisfactoryFair2980083.4
January 1992FairSatisfactorySatisfactoryFair2980083.4