+43.02992, -87.99979
43°01'48" N, 87°59'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IH 94 EB-E-W FREEW over LRD S 70TH ST
Structure number:B40008600000000
Location:1.0 MI E JCT STH 181
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.2 ft. [22.3 m]
Total length:182.4 ft. [55.6 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1973
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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:69,550 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:84.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,119,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201684.5GoodVery GoodVery GoodGoodFO69550
July 201486.5GoodExcellentVery GoodGoodFO69550
June 201287.3GoodExcellentGoodGoodFO75450
July 201085.3FairSatisfactorySatisfactorySatisfactoryFO75450
July 200873.7FairSatisfactoryFairSatisfactoryFO75450
July 200673.7FairSatisfactoryFairSatisfactoryFO75450
July 200485.3FairSatisfactorySatisfactorySatisfactoryFO75450
July 200285.3FairSatisfactorySatisfactorySatisfactoryFO75450
June 200067.7FairFairFairSatisfactoryFO79110
August 199964.1FairFairFairSatisfactoryFO133630
March 199864.1FairFairFairSatisfactoryFO133630
August 199665.1FairSatisfactoryFairSatisfactoryFO133630
February 199669.9FairSatisfactoryFairSatisfactory-133630
November 199469.9FairSatisfactoryFairSatisfactory-133630
November 199388.4FairSatisfactorySatisfactorySatisfactory-56230
November 199287.4FairFairVery GoodSatisfactory-56230
December 199187.4FairFairVery GoodSatisfactory-56230