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I- 90,94 NB TO 290 over I- 90,94

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.87596, -87.64532
41°52'33" N, 87°38'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I- 90,94 NB TO 290 over I- 90,94
Structure number:016244900000000
Old structure number:000016244921812 (from 1992 edition)
Location:0.4 M N ROOSVLT RD
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:84.0 ft. [25.6 m]
Total length:455.7 ft. [138.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:36.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,459,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201536.7PoorFairFairPoorSD30000
April 201354.4FairFairFairFairFO29600
April 201156.9FairFairFairFairFO34109
April 201058.0FairSatisfactoryFairFairFO34109
September 200858.0FairSatisfactoryFairSatisfactoryFO34109
September 200658.0FairGoodFairSatisfactoryFO34109
October 200470.4FairGoodGoodSatisfactoryFO34109
October 200270.4GoodGoodGoodGoodFO34109
September 200070.4FairGoodSatisfactoryGoodFO34100
October 199970.4FairGoodSatisfactorySatisfactoryFO34100
November 199770.4FairGoodSatisfactorySatisfactoryFO34100
June 199670.4FairGoodSatisfactorySatisfactoryFO34100
May 199470.4FairGoodSatisfactorySatisfactoryFO22600
October 199370.4FairGoodSatisfactorySatisfactoryFO22600
August 199264.9PoorSeriousGoodGoodSD22600
March 199170.4GoodGoodGoodGoodFO22600