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HAMILTON AVENUE over M-10

Map

Coordinates:
+42.38134, -83.09225
42°22'53" N, 83°05'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAMILTON AVENUE over M-10
Structure number:000000000011432
Old structure number:82182112000S070 (from 1992 edition)
Location:0.1 MI E OF CHICAGO BLVD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:107.3 ft. [32.7 m]
Total length:278.2 ft. [84.8 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1994
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,300 [as of 1993]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:73.1
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201673.1FairGoodGoodSatisfactoryFO15300
June 201473.9FairVery GoodGoodSatisfactoryFO15300
June 201273.9FairVery GoodGoodSatisfactoryFO15300
July 201073.9FairVery GoodGoodSatisfactoryFO15300
May 200873.9FairVery GoodGoodSatisfactoryFO15300
May 200673.9FairVery GoodGoodSatisfactoryFO15300
May 200473.9FairVery GoodGoodSatisfactoryFO15300
May 200273.9FairVery GoodGoodSatisfactoryFO15300
May 200073.9GoodVery GoodGoodGoodFO15300
August 199873.9GoodVery GoodGoodGoodFO15300
June 199673.9GoodExcellentExcellentGoodFO15300
August 199473.6FairVery GoodVery GoodSatisfactoryFO15300
June 199242.8PoorPoorPoorPoorSD9870
April 199142.8PoorPoorPoorPoorSD9870