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IH 794 WB over LRD 4TH ST

Map 

Coordinates:
+43.03556, -87.92361
43°02'08" N, 87°55'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 794 WB over LRD 4TH ST
Structure number:B40141200020000
Location:1.3M W OF STH32
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:134.8 ft. [41.1 m]
Total length:530.2 ft. [161.6 m]
Roadway width between curbs:110.6 ft. [33.7 m]
Deck width edge-to-edge:113.2 ft. [34.5 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:46,700 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:80.9 tons [73.5 metric tons]
Inventory rating:46.3 tons [42.1 metric tons]
Sufficiency rating:84.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,091,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201484.8Not deficientGoodGoodGood46700
June 201282.8Not deficientGoodGoodGood46700
June 201090.6Not deficientVery GoodExcellentVery Good45560
June 200890.6Not deficientExcellentExcellentExcellent45560