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ROOSEVELT RD over I- 90,94 DAN RYAN

Map 

Coordinates:
+41.86723, -87.64472
41°52'02" N, 87°38'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROOSEVELT RD over I- 90,94 DAN RYAN
Structure number:016047800000000
Old structure number:000016047804165 (from 1992 edition)
Location:0.6 M S I-290
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.7 ft. [24.9 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1986
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: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,400 [as of 2014]
Truck traffic:6% 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:95.5 tons [86.8 metric tons]
Inventory rating:57.4 tons [52.2 metric tons]
Sufficiency rating:74.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,839,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201574.3GoodGoodGoodGoodFO21400
June 201374.3GoodGoodGoodGoodFO21400
June 201177.0GoodGoodGoodGoodFO32400
August 200977.1GoodGoodGoodGoodFO31400
August 200777.1GoodGoodGoodGoodFO31400
December 200648.6PoorGoodPoorGoodSD31400
February 200648.8PoorGoodPoorGoodSD29400
February 200548.8PoorGoodPoorVery GoodSD29400
November 200177.4GoodGoodGoodVery GoodFO26300
June 199977.4GoodGoodGoodVery GoodFO26300
July 199680.2GoodGoodGoodVery GoodFO12500
August 199495.0GoodVery GoodVery GoodVery Good-12500
November 199395.1GoodVery GoodVery GoodVery Good-12000
August 199295.1GoodVery GoodVery GoodVery Good-12000
March 199195.1GoodVery GoodVery GoodVery Good-12000