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PULASKI RD & RAMPS over I- 55 STEVENSON

Map

Coordinates:
+41.82321, -87.72393
41°49'24" N, 87°43'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PULASKI RD & RAMPS over I- 55 STEVENSON
Structure number:016074400000000
Old structure number:000016074404372 (from 1992 edition)
Location:0.92 M S OF 31ST ST
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:101.7 ft. [31.0 m]
Total length:259.5 ft. [79.1 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1997
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,600 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:76.7 tons [69.7 metric tons]
Inventory rating:46.0 tons [41.8 metric tons]
Sufficiency rating:69.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,750,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201669.0FairSatisfactoryFairGoodFO8600
October 201469.0FairSatisfactoryFairGoodFO8600
February 201369.0FairSatisfactoryFairGoodFO21600
February 201180.0FairSatisfactoryGoodGoodFO21600
March 200980.0FairSatisfactoryGoodGoodFO23400
October 200880.0FairSatisfactoryGoodGoodFO23400
July 200680.0FairSatisfactoryGoodGoodFO23400
June 200580.0GoodGoodGoodGoodFO24100
June 200380.0GoodGoodGoodGoodFO24100
November 200280.0GoodGoodGoodGoodFO24100
November 200080.0GoodGoodGoodGoodFO43100
October 199969.0FairVery GoodFairGoodFO43100
October 199769.0FairVery GoodFairVery GoodFO27400
March 199670.0FairVery GoodFairVery GoodFO27400
March 199550.0PoorPoorFairPoorSD27400
August 199350.0PoorPoorFairPoorSD28100
October 199234.0PoorPoorSatisfactorySeriousSD28100
June 199150.0PoorPoorSatisfactoryPoorSD28100