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IH RAMP IH 94WBL-U over IH 94 EB-STADIUM INTRCH

Map 

Coordinates:
+43.03267, -87.97149
43°01'58" N, 87°58'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH RAMP IH 94WBL-U over IH 94 EB-STADIUM INTRCH
Structure number:B40004000050000
Location:STADIUM INTERCHANGE
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:95.1 ft. [29.0 m]
Total length:316.0 ft. [96.3 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
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:4
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:7,700 [as of 2012]
Truck traffic:1% 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:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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:94.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,876,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201494.6Functionally obsoleteGoodSatisfactorySatisfactory7700
August 201292.8Functionally obsoleteSatisfactorySatisfactorySatisfactory4800
August 201086.1Functionally obsoleteSatisfactorySatisfactorySatisfactory139500
August 200886.1Functionally obsoleteSatisfactorySatisfactorySatisfactory139500
August 200690.5Not deficientSatisfactorySatisfactorySatisfactory139500
August 200490.5Not deficientSatisfactorySatisfactorySatisfactory139500
August 200286.1Not deficientSatisfactorySatisfactorySatisfactory139500
July 200092.4Not deficientGoodSatisfactoryGood5600
October 199990.4Not deficientGoodSatisfactoryGood6380
August 199890.7Not deficientExcellentSatisfactoryGood3240
August 199663.5Structurally deficientSatisfactoryPoorGood3240
February 199667.6Structurally deficientSatisfactoryPoorGood3240
December 199467.6Structurally deficientSatisfactoryPoorGood3240
March 199467.6Structurally deficientSatisfactoryPoorGood3240
July 199294.8Not deficientSatisfactoryVery GoodSatisfactory3240
December 199194.8Not deficientSatisfactoryVery GoodSatisfactory3240