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130TH ST over RR - CSSS & IHB

Map 

Coordinates:
+41.66004, -87.59428
41°39'36" N, 87°35'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:130TH ST over RR - CSSS & IHB
Structure number:016243400000000
Old structure number:000016243420373 (from 1992 edition)
Location:0.05 M W I-94
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:310.4 ft. [94.6 m]
Roadway width between curbs:57.7 ft. [17.6 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1991
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 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,500 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:69.5 tons [63.2 metric tons]
Inventory rating:41.7 tons [37.9 metric tons]
Sufficiency rating:76.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,643,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201576.6FairSatisfactorySatisfactoryGoodFO19500
December 201376.6FairSatisfactorySatisfactoryGoodFO19500
December 201176.3FairSatisfactorySatisfactoryGoodFO20100
January 201063.6FairSatisfactorySatisfactoryGoodFO19600
April 200863.6FairSatisfactorySatisfactoryGoodFO19600
September 200663.6FairGoodSatisfactoryGoodFO19600
July 200564.3FairGoodSatisfactoryVery GoodFO20000
July 200367.7FairGoodSatisfactoryVery GoodFO20000
September 200167.1FairGoodSatisfactoryVery GoodFO20900
September 200067.1FairGoodSatisfactoryVery GoodFO20900
October 199867.1FairGoodSatisfactoryVery Good-20900
October 199667.7GoodVery GoodGoodVery Good-20009
September 199467.5GoodVery GoodGoodVery GoodFO20009
July 199372.0GoodVery GoodVery GoodVery GoodFO13300
January 199272.0GoodExcellentVery GoodVery GoodFO13300