+43.03305, -87.96842
43°01'59" N, 87°58'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IH 94 EB-STADIUM I over LRD 44TH ST
Structure number:B40004900050000
Location:2.6M E JCT STH 181 TO N
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:127.0 ft. [38.7 m]
Total length:336.0 ft. [102.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:75,000 [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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.7 tons [58.8 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,990,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201465.0Functionally obsoleteGoodSatisfactorySatisfactory75000
June 201263.0Functionally obsoleteGoodSatisfactorySatisfactory58400
June 201063.0Functionally obsoleteGoodSatisfactorySatisfactory58400
June 200863.0Functionally obsoleteGoodSatisfactorySatisfactory84920
April 200663.0Functionally obsoleteGoodSatisfactorySatisfactory84920
August 200463.0Functionally obsoleteGoodSatisfactorySatisfactory84920
August 200263.0Not deficientGoodSatisfactorySatisfactory84920
July 200063.0Not deficientVery GoodSatisfactoryGood77830
October 199963.0Not deficientVery GoodSatisfactoryGood136210
August 199863.0Not deficientExcellentSatisfactoryGood136210
August 199638.0Not deficientPoorSeriousGood136210
February 199638.0Structurally deficientPoorSeriousSatisfactory136210
December 199438.0Structurally deficientPoorSeriousSatisfactory136210
March 199438.0Structurally deficientPoorSeriousSatisfactory49200
July 199266.0Structurally deficientSeriousSatisfactoryFair49200
December 199168.0Structurally deficientPoorSatisfactoryFair49200