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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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201596.7Not deficientVery GoodVery GoodSatisfactory24100
June 201396.7Not deficientVery GoodVery GoodVery Good24100
June 201197.8Not deficientVery GoodVery GoodVery Good25800
October 200897.9Not deficientVery GoodVery GoodVery Good23600
October 200690.3Not deficientExcellentExcellentExcellent23600
October 200370.3Structurally deficientSatisfactoryPoorPoor24500
October 200170.6Structurally deficientSatisfactoryPoorPoor20000
October 199970.6Structurally deficientSatisfactoryPoorPoor20000
October 199786.9Not deficientSatisfactoryFairFair20000
October 199585.4Not deficientSatisfactoryFairFair29800
May 199483.4Not deficientSatisfactoryFairFair29800
September 199283.4Not deficientSatisfactorySatisfactoryFair29800
January 199283.4Not deficientSatisfactorySatisfactoryFair29800