+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 WB-E-W FREEW over LRD 44TH ST
Structure number:B40005000000000
Location:2.4M W JCT IH 43 TO N
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:103.4 ft. [31.5 m]
Total length:507.9 ft. [154.8 m]
Roadway width between curbs:57.4 ft. [17.5 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:25.3 ft. [7.7 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1997
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:6
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:73,000 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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]
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:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:75.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,965,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201675.0FairFairSatisfactorySatisfactoryFO73000
August 201489.0FairFairSatisfactorySatisfactory-73000
August 201288.0FairSatisfactorySatisfactorySatisfactory-82000
August 201088.0FairSatisfactorySatisfactorySatisfactory-76720
August 200888.0FairSatisfactorySatisfactorySatisfactory-76720
August 200688.0FairSatisfactorySatisfactorySatisfactory-76720
August 200488.0FairSatisfactorySatisfactorySatisfactory-76720
July 200288.0FairGoodSatisfactorySatisfactory-76720
July 200088.0FairVery GoodSatisfactorySatisfactory-84720
October 199995.0FairVery GoodSatisfactorySatisfactory-136210
August 199895.0FairVery GoodSatisfactorySatisfactory-136210
August 199664.3PoorPoorPoorFairSD136210
February 199647.2PoorPoorSeriousSatisfactorySD136210
December 199447.2PoorPoorSeriousSatisfactorySD136210
March 199447.2PoorPoorSeriousSatisfactorySD54150
July 199278.2PoorSeriousSatisfactoryFairSD54150
December 199178.2PoorSeriousSatisfactoryFairSD54150