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IH 94 EB-STADIUM I over LRD 44TH ST

Map 

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

Facts 

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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:75,000 [as of 2014]
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]
Sufficiency rating:66.0
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201666.0FairGoodSatisfactorySatisfactoryFO75000
June 201465.0FairGoodSatisfactorySatisfactoryFO75000
June 201263.0FairGoodSatisfactorySatisfactoryFO58400
June 201063.0FairGoodSatisfactorySatisfactoryFO58400
June 200863.0FairGoodSatisfactorySatisfactoryFO84920
April 200663.0FairGoodSatisfactorySatisfactoryFO84920
August 200463.0FairGoodSatisfactorySatisfactoryFO84920
August 200263.0FairGoodSatisfactorySatisfactory-84920
July 200063.0FairVery GoodSatisfactoryGood-77830
October 199963.0FairVery GoodSatisfactoryGood-136210
August 199863.0FairExcellentSatisfactoryGood-136210
August 199638.0PoorPoorSeriousGood-136210
February 199638.0PoorPoorSeriousSatisfactorySD136210
December 199438.0PoorPoorSeriousSatisfactorySD136210
March 199438.0PoorPoorSeriousSatisfactorySD49200
July 199266.0PoorSeriousSatisfactoryFairSD49200
December 199168.0PoorPoorSatisfactoryFairSD49200