Share:

I-90WB TO NB STONY over EAST END AVE

Map 

Coordinates:
+41.74796, -87.58312
41°44'53" N, 87°34'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-90WB TO NB STONY over EAST END AVE
Structure number:016648100000000
Old structure number:000016648106339 (from 1992 edition)
Location:0.04 M SE CORNELL
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on toll road [2]
Length of largest span:62.0 ft. [18.9 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1998
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]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2000]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$315,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201597.4FairVery GoodSatisfactorySatisfactory-4000
September 201397.4FairVery GoodGoodSatisfactory-4000
September 201199.4FairVery GoodGoodSatisfactory-4009
October 201099.4FairVery GoodGoodSatisfactory-4009
September 200899.4FairVery GoodGoodSatisfactory-4009
November 200799.4FairVery GoodGoodSatisfactory-4009
November 200569.1FairVery GoodGoodFairFO4009
October 200469.1FairVery GoodGoodFairFO4009
October 200369.1FairVery GoodSatisfactoryFairFO4009
October 200169.1FairVery GoodSatisfactoryFairFO4009
October 200069.1FairVery GoodSatisfactoryFairFO4009
October 199969.1FairVery GoodSatisfactoryFairFO4009
September 199768.1FairFairFairFairFO4009
June 199584.0FairFairFairFairFO-
July 199484.0FairFairFairFairFO-
November 199384.0FairFairFairSatisfactoryFO-
May 199284.0FairFairFairSatisfactoryFO-
October 199084.0FairFairFairSatisfactoryFO-