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IH-794 EB over LRD S 13TH ST

Map 

Coordinates:
+43.03528, -87.92361
43°02'07" N, 87°55'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH-794 EB over LRD S 13TH ST
Structure number:B40131100010000
Location:0.6 MI E OF IH-94/16TH S
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:124.0 ft. [37.8 m]
Total length:584.7 ft. [178.2 m]
Roadway width between curbs:57.4 ft. [17.5 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 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:5
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:78,000 [as of 2011]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:93.4 tons [84.9 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,400,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201479.0Not deficientGoodGoodSatisfactory78000
September 201277.0Not deficientGoodGoodSatisfactory78000
September 201094.8Not deficientVery GoodExcellentGood23000
November 200893.8Not deficientVery GoodExcellentExcellent30200
November 200693.8Not deficientExcellentExcellentExcellent30200