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IH 43 SB-IH 94 WB over LRD 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 43 SB-IH 94 WB over LRD 13TH ST
Structure number:B40122200000000
Location:1.1 M S OFIH-43/WELLS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:165.0 ft. [50.3 m]
Total length:918.0 ft. [279.8 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:24.0 ft. [7.3 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:6
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:29,500 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:82.6 tons [75.1 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:90.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,290,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201490.2Not deficientSatisfactoryGoodGood29500
April 201288.2Not deficientGoodVery GoodGood29500
April 201093.5Not deficientVery GoodExcellentVery Good29500
April 200893.0Not deficientVery GoodExcellentExcellent32100
April 200688.7Not deficientVery GoodExcellentExcellent32100