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LRD W NORTH AVE over IH 43-N-S FREEWAY

Map 

Coordinates:
+43.06032, -87.92114
43°03'37" N, 87°55'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W NORTH AVE over IH 43-N-S FREEWAY
Structure number:B40021000000000
Location:0.6M E JCT STH 57
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:180.8 ft. [55.1 m]
Roadway width between curbs:73.2 ft. [22.3 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1965
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:20,100 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:50.3 tons [45.7 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,427,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201572.7Functionally obsoleteFairFairSatisfactory20100
April 201384.5Functionally obsoleteFairSatisfactorySatisfactory18700
May 201184.1Functionally obsoleteSatisfactorySatisfactorySatisfactory18700
May 200984.1Functionally obsoleteSatisfactorySatisfactorySatisfactory18700
May 200783.4Functionally obsoleteSatisfactorySatisfactorySatisfactory22600
June 200583.7Functionally obsoleteSatisfactorySatisfactorySatisfactory20800
June 200383.7Functionally obsoleteSatisfactorySatisfactorySatisfactory20800
August 200183.4Functionally obsoleteSatisfactorySatisfactorySatisfactory22000
July 200083.4Functionally obsoleteSatisfactorySatisfactorySatisfactory22000
November 199983.7Functionally obsoleteSatisfactorySatisfactorySatisfactory20400
April 199872.1Functionally obsoleteSatisfactorySatisfactoryFair20400
July 199675.7Functionally obsoleteSatisfactoryGoodFair20400
February 199679.6Not deficientSatisfactoryVery GoodFair20400
January 199579.6Not deficientSatisfactoryVery GoodFair20400
February 199462.5Structurally deficientSatisfactoryVery GoodPoor20400
February 199362.5Structurally deficientSatisfactoryVery GoodPoor20400
January 199291.1Not deficientSatisfactoryVery GoodSatisfactory20400