+43.03140, -87.92252
43°01'53" N, 87°55'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IH 94 WB-IH 43 NB over LRD CANAL ST
Structure number:B400285027I0000
Location:5.7M N JCT IH 894 TO W
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:205.1 ft. [62.5 m]
Total length:752.0 ft. [229.2 m]
Roadway width between curbs:68.2 ft. [20.8 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Vertical clearance below bridge:100.1 ft. [30.5 m]
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1987
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:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61,200 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.8 tons [42.5 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:57.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,348,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201657.7FairSatisfactoryFairSatisfactoryFO61200
September 201458.2FairSatisfactoryFairSatisfactoryFO55000
September 201259.6FairSatisfactoryFairFairFO55000
September 201071.6FairFairFairFairFO55000
September 200872.6FairSatisfactoryFairFairFO46500
June 200772.6FairSatisfactorySatisfactoryFairFO46500
June 200573.5FairFairSatisfactoryFair-74500
June 200369.5FairFairSatisfactoryFairFO74500
July 200280.5FairFairSatisfactorySatisfactoryFO149200
October 200080.5FairFairSatisfactorySatisfactoryFO75350
October 199980.5FairFairSatisfactorySatisfactoryFO127710
August 199880.5FairFairSatisfactorySatisfactoryFO127710
November 199680.5FairFairSatisfactorySatisfactoryFO127710
February 199684.5FairFairSatisfactorySatisfactory-127710
February 199584.5FairFairSatisfactorySatisfactory-127710
February 199484.5FairFairSatisfactorySatisfactory-56250
August 199284.5FairFairSatisfactorySatisfactory-56250
January 199284.5FairFairVery GoodSatisfactory-56250