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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
October 201576.6Functionally obsoleteSatisfactorySatisfactoryGood19500
December 201376.6Functionally obsoleteSatisfactorySatisfactoryGood19500
December 201176.3Functionally obsoleteSatisfactorySatisfactoryGood20100
January 201063.6Functionally obsoleteSatisfactorySatisfactoryGood19600
April 200863.6Functionally obsoleteSatisfactorySatisfactoryGood19600
September 200663.6Functionally obsoleteGoodSatisfactoryGood19600
July 200564.3Functionally obsoleteGoodSatisfactoryVery Good20000
July 200367.7Functionally obsoleteGoodSatisfactoryVery Good20000
September 200167.1Functionally obsoleteGoodSatisfactoryVery Good20900
September 200067.1Functionally obsoleteGoodSatisfactoryVery Good20900
October 199867.1Not deficientGoodSatisfactoryVery Good20900
October 199667.7Not deficientVery GoodGoodVery Good20009
September 199467.5Functionally obsoleteVery GoodGoodVery Good20009
July 199372.0Functionally obsoleteVery GoodVery GoodVery Good13300
January 199272.0Functionally obsoleteExcellentVery GoodVery Good13300