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IH-794 EB over LRD RAMP TO ST PAUL AVE

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 EB over LRD RAMP TO ST PAUL AVE
Structure number:B40131200050000
Location:1.4M E OF IH-94/16TH ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:115.2 ft. [35.1 m]
Total length:895.7 ft. [273.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:2006
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:8
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:5,600 [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:Equal to present minimum criteria [6]
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:73.7 tons [67.0 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:92.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,164,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201492.9Not deficientGoodGoodGood5600
September 201290.9Not deficientGoodGoodGood5600
September 201090.9Not deficientVery GoodVery GoodVery Good5600
September 200890.3Not deficientVery GoodExcellentExcellent8700
September 200678.5Not deficientExcellentExcellentExcellent45550