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ARCHER AVE over S FK S BR CHI RIVER

Map

Coordinates:
+41.83876, -87.66384
41°50'20" N, 87°39'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:16.1 ft. [4.9 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:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2015

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:Very Good [8 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]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,907,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201596.7FairVery GoodVery GoodSatisfactory-24100
June 201396.7GoodVery GoodVery GoodVery Good-24100
June 201197.8GoodVery GoodVery GoodVery Good-25800
October 200897.9GoodVery GoodVery GoodVery Good-23600
October 200690.3GoodExcellentExcellentExcellent-23600
October 200370.3PoorSatisfactoryPoorPoorSD24500
October 200170.6PoorSatisfactoryPoorPoorSD20000
October 199970.6PoorSatisfactoryPoorPoorSD20000
October 199786.9FairSatisfactoryFairFair-20000
October 199585.4FairSatisfactoryFairFair-29800
May 199483.4FairSatisfactoryFairFair-29800
September 199283.4FairSatisfactorySatisfactoryFair-29800
January 199283.4FairSatisfactorySatisfactoryFair-29800