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FOSTER AVE over N BR CHI RIV WEST

Map

Coordinates:
+41.97544, -87.72402
41°58'32" N, 87°43'26" 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:016025000000000
Old structure number:000016025004012 (from 1992 edition)
Location:0.2 M E PULASKI RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:101.7 ft. [31.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:37°
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:2
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:Good
Status:Open, no restriction [A]
Average daily traffic:23,000 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:79.1 tons [71.9 metric tons]
Inventory rating:47.7 tons [43.4 metric tons]
Sufficiency rating:70.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$581,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201570.7GoodGoodGoodGoodFO23000
May 201173.8GoodGoodGoodGoodFO19900
June 200873.8GoodGoodGoodGoodFO19800
May 200673.8GoodGoodGoodGoodFO19800
August 200473.3GoodGoodGoodGoodFO21300
September 200373.3GoodGoodGoodGoodFO21300
August 200171.5GoodGoodGoodGoodFO26300
August 199971.5GoodGoodGoodGoodFO26300
April 199871.5GoodVery GoodGoodGoodFO26300
April 199770.8GoodVery GoodGoodGoodFO28100
January 199570.1GoodVery GoodVery GoodVery GoodFO28100
July 199370.1GoodVery GoodVery GoodVery Good-28100
December 199270.1GoodVery GoodVery GoodVery GoodFO28100
April 199170.1GoodVery GoodVery GoodVery GoodFO28100