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USH 41 SB-STADIUM over IH RAMP USH 41NBL-IH 94W

Map 

Coordinates:
+43.03319, -87.97061
43°01'59" N, 87°58'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USH 41 SB-STADIUM over IH RAMP USH 41NBL-IH 94W
Structure number:B40004000010000
Location:0.2M S JCT IH 94 TO W
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:89.2 ft. [27.2 m]
Total length:161.1 ft. [49.1 m]
Roadway width between curbs:43.6 ft. [13.3 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1998
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:22,900 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:55.7 tons [50.6 metric tons]
Inventory rating:35.6 tons [32.4 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:$997,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201476.6Functionally obsoleteGoodSatisfactorySatisfactory22900
August 201274.9Functionally obsoleteGoodSatisfactorySatisfactory17800
August 201075.4Functionally obsoleteGoodSatisfactorySatisfactory9703
August 200875.4Functionally obsoleteGoodSatisfactorySatisfactory9703
August 200675.4Not deficientGoodSatisfactorySatisfactory9703
August 200475.4Not deficientGoodSatisfactorySatisfactory9703
August 200277.4Not deficientGoodSatisfactorySatisfactory9703
July 200074.3Not deficientGoodSatisfactorySatisfactory13600
October 199984.3Not deficientVery GoodSatisfactoryGood16280
August 199884.3Not deficientExcellentSatisfactoryGood16390
August 199656.3Structurally deficientSatisfactoryPoorGood16390
February 199660.0Structurally deficientSatisfactoryPoorGood16390
December 199460.0Structurally deficientSatisfactoryPoorGood16390
March 199461.2Structurally deficientSatisfactoryPoorSatisfactory6300
July 199288.5Not deficientSatisfactoryVery GoodSatisfactory6300
December 199188.5Not deficientSatisfactoryVery GoodSatisfactory6300