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33RD ST over I- 90,94 RYAN & CTA

Map

Coordinates:
+41.83459, -87.63054
41°50'05" N, 87°37'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:33RD ST over I- 90,94 RYAN & CTA
Structure number:016115800000000
Old structure number:000016115826292 (from 1992 edition)
Location:1.8 M N 47TH ST
Purpose:Carries highway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:71.9 ft. [21.9 m]
Total length:394.7 ft. [120.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2007
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:7
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2000]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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: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:98.0 tons [89.1 metric tons]
Inventory rating:71.3 tons [64.8 metric tons]
Sufficiency rating:75.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$655,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201675.8GoodGoodVery GoodGoodFO9000
June 201475.8GoodGoodVery GoodGood-9000
February 201176.4GoodGoodVery GoodVery Good-9009
July 200976.4GoodGoodVery GoodVery GoodFO9009
June 200776.4GoodExcellentExcellentVery GoodFO9009
January 200629.9PoorSeriousSeriousPoorSD9009
June 200445.9PoorPoorPoorPoorSD9009
September 200345.9PoorPoorPoorPoorSD9009
February 200345.9PoorPoorPoorPoorSD9009
April 200145.9PoorPoorPoorPoorSD9009
July 200045.9PoorPoorPoorPoorSD9009
200045.9PoorPoorPoorPoorSD9009
March 199945.9PoorPoorFairPoorSD9009
July 199664.3FairFairFairFairFO9009
May 199466.9FairSatisfactoryFairFairFO9009
October 199366.9FairSatisfactoryFairFairFO9009
July 199266.9FairSatisfactorySatisfactoryFairFO9009
March 199166.9FairSatisfactorySatisfactoryFairFO9009