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IH 94 WB-IH 43 NB over LRD CANAL ST

Map 

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

Facts 

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+Mod / HS 20+Mod [6]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:55,000 [as of 2012]
Truck traffic:1% 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:58.2
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. ratingEvaluationDeckSuper.Sub.ADT
September 201458.2Functionally obsoleteSatisfactoryFairSatisfactory55000
September 201259.6Functionally obsoleteSatisfactoryFairFair55000
September 201071.6Functionally obsoleteFairFairFair55000
September 200872.6Functionally obsoleteSatisfactoryFairFair46500
June 200772.6Functionally obsoleteSatisfactorySatisfactoryFair46500
June 200573.5Not deficientFairSatisfactoryFair74500
June 200369.5Functionally obsoleteFairSatisfactoryFair74500
July 200280.5Functionally obsoleteFairSatisfactorySatisfactory149200
October 200080.5Functionally obsoleteFairSatisfactorySatisfactory75350
October 199980.5Functionally obsoleteFairSatisfactorySatisfactory127710
August 199880.5Functionally obsoleteFairSatisfactorySatisfactory127710
November 199680.5Functionally obsoleteFairSatisfactorySatisfactory127710
February 199684.5Not deficientFairSatisfactorySatisfactory127710
February 199584.5Not deficientFairSatisfactorySatisfactory127710
February 199484.5Not deficientFairSatisfactorySatisfactory56250
August 199284.5Not deficientFairSatisfactorySatisfactory56250
January 199284.5Not deficientFairVery GoodSatisfactory56250