+43.03552, -87.94499
43°02'08" N, 87°56'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LRD N 25TH ST over IH 94-E-W FREEWAY
Structure number:B40003400000000
Location:0.6M S JCT USH 18
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:57.4 ft. [17.5 m]
Total length:152.6 ft. [46.5 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:2006
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: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 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,900 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$949,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201583.1FairGoodGoodFairFO10900
June 201383.1FairGoodGoodFair-10900
June 201183.1FairVery GoodGoodFair-10900
June 200983.8FairVery GoodVery GoodFair-6800
June 200783.8FairVery GoodExcellentFair-6800
October 200684.0FairVery GoodExcellentFair-5900
July 200581.0PoorPoorFairFairSD5900
July 200342.8PoorPoorPoorFairSD5900
November 200143.3PoorPoorPoorFairSD4600
July 200043.3PoorPoorPoorFairSD4600
September 199941.2PoorPoorPoorFairSD9900
March 199857.9PoorPoorFairFairSD4700
July 199643.3PoorPoorFairPoorSD4700
February 199647.0PoorPoorFairPoorSD4700
September 199447.0PoorPoorFairPoorSD4700
November 199347.0PoorPoorFairPoorSD4700
November 199247.0PoorPoorSatisfactoryPoorSD4700
December 199172.8PoorPoorSatisfactorySatisfactorySD4700