Share:

FOSTER AVE over N BR CHI RIV WEST

Map

Coordinates:
+41.97537, -87.73041
41°58'31" N, 87°43'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FOSTER AVE over N BR CHI RIV WEST
Structure number:016024800000000
Old structure number:000016024804010 (from 1992 edition)
Location:0.1 M W PULASKI RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.1 ft. [17.1 m]
Total length:167.7 ft. [51.1 m]
Roadway width between curbs:45.6 ft. [13.9 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:1985
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]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,600 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:62.4 tons [56.7 metric tons]
Sufficiency rating:56.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$972,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201556.0FairGoodSatisfactoryFairFO27600
April 201356.0FairGoodSatisfactoryFairFO27600
April 201248.0FairGoodSatisfactoryFairFO33500
May 201053.4FairGoodGoodFairFO33500
May 200854.1FairGoodGoodFairFO31900
May 200654.1FairGoodGoodFairFO31900
June 200558.4FairGoodGoodFairFO22000
August 200458.4FairGoodGoodFairFO22000
October 200371.0FairGoodGoodSatisfactoryFO22000
July 200271.0FairGoodGoodSatisfactoryFO22000
August 200067.4FairGoodGoodSatisfactoryFO34800
August 199967.4FairGoodGoodSatisfactoryFO34800
April 199867.4FairGoodGoodSatisfactoryFO34800
April 199769.8FairGoodGoodSatisfactoryFO28100
January 199569.1GoodGoodVery GoodGoodFO28100
July 199369.1GoodGoodVery GoodGood-28100
December 199269.1GoodGoodVery GoodGood-28100
April 199169.1GoodVery GoodGoodGood-28100