I- 90 EB SKYWAY over I- 94 DAN RYAN


+41.77757, -87.62967
41°46'39" N, 87°37'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I- 90 EB SKYWAY over I- 94 DAN RYAN
Structure number:016284000000000
Old structure number:000016284036230 (from 1992 edition)
Location:AT 65TH
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:189.3 ft. [57.7 m]
Total length:737.6 ft. [224.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:2004
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:5
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: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2013]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:91.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201591.5GoodGoodGoodVery GoodFO17000
October 201391.5GoodGoodVery GoodVery GoodFO17000
October 201190.9GoodGoodVery GoodVery Good-21050
October 200990.5GoodVery GoodVery GoodVery Good-23950
October 200790.5GoodVery GoodVery GoodVery GoodFO23850
November 200590.5GoodExcellentExcellentExcellentFO23850