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IH 94 WB-IH 43 NB over LRD W PIERCE ST

Map 

Coordinates:
+43.02424, -87.92120
43°01'27" N, 87°55'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 WB-IH 43 NB over LRD W PIERCE ST
Structure number:B400285027A0000
Location:5.2M N JCT IH 894
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.0 ft. [45.4 m]
Total length:430.1 ft. [131.1 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance below bridge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Low slump Concrete [4]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:67,600 [as of 2012]
Truck traffic:1% of total traffic
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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,523,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201483.5Functionally obsoleteGoodGoodSatisfactory67600
September 201285.1Functionally obsoleteSatisfactoryGoodSatisfactory67600
September 201092.1Not deficientSatisfactorySatisfactorySatisfactory55000
September 200892.1Not deficientSatisfactorySatisfactorySatisfactory46500
June 200792.1Not deficientSatisfactorySatisfactorySatisfactory46500
June 200592.1Not deficientSatisfactorySatisfactorySatisfactory74500
June 200392.1Not deficientSatisfactorySatisfactorySatisfactory74500
July 200292.1Not deficientSatisfactorySatisfactoryGood132700
October 200092.1Not deficientSatisfactoryVery GoodGood75350
October 199994.1Not deficientSatisfactorySatisfactoryGood127710
August 199894.1Not deficientSatisfactorySatisfactoryGood127710
November 199694.1Not deficientSatisfactorySatisfactoryGood127710
February 199693.8Not deficientSatisfactorySatisfactoryGood127710
February 199593.8Not deficientSatisfactorySatisfactoryGood127710
February 199493.8Not deficientSatisfactorySatisfactoryGood56250
August 199293.8Not deficientSatisfactorySatisfactorySatisfactory56250
January 199293.8Not deficientSatisfactoryVery GoodSatisfactory56250