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LRD CENTER ST over IH 43-N-S FREEWAY

Map 

Coordinates:
+43.06763, -87.92054
43°04'03" N, 87°55'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD CENTER ST over IH 43-N-S FREEWAY
Structure number:B40020800000000
Location:0.6M E JCT STH 57
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:63.7 ft. [19.4 m]
Total length:200.5 ft. [61.1 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:10,300 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:57.5 tons [52.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,570,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201582.6Functionally obsoleteGoodSatisfactoryFair10300
April 201393.9Functionally obsoleteGoodSatisfactorySatisfactory9400
May 201189.7Not deficientVery GoodSatisfactorySatisfactory9400
May 200989.8Not deficientVery GoodSatisfactorySatisfactory9000
May 200789.3Not deficientVery GoodSatisfactorySatisfactory12200
June 200589.4Not deficientVery GoodSatisfactorySatisfactory11700
November 200389.4Functionally obsoleteExcellentSatisfactorySatisfactory11700
August 200177.0Structurally deficientPoorSatisfactoryFair11000
July 200079.1Functionally obsoleteFairSatisfactoryFair11000
November 199977.8Functionally obsoleteFairSatisfactoryFair18500
March 199875.7Structurally deficientPoorSatisfactoryFair18500
July 199677.8Not deficientFairSatisfactoryFair18500
February 199681.8Not deficientFairGoodFair18500
January 199581.8Not deficientFairVery GoodFair18500
February 199479.7Not deficientPoorVery GoodFair18500
February 199391.1Not deficientPoorVery GoodSatisfactory18500
January 199291.1Not deficientPoorVery GoodSatisfactory18500