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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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:67,600 [as of 2014]
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201683.5FairGoodGoodSatisfactoryFO67600
September 201483.5FairGoodGoodSatisfactoryFO67600
September 201285.1FairSatisfactoryGoodSatisfactoryFO67600
September 201092.1FairSatisfactorySatisfactorySatisfactory-55000
September 200892.1FairSatisfactorySatisfactorySatisfactory-46500
June 200792.1FairSatisfactorySatisfactorySatisfactory-46500
June 200592.1FairSatisfactorySatisfactorySatisfactory-74500
June 200392.1FairSatisfactorySatisfactorySatisfactory-74500
July 200292.1FairSatisfactorySatisfactoryGood-132700
October 200092.1FairSatisfactoryVery GoodGood-75350
October 199994.1FairSatisfactorySatisfactoryGood-127710
August 199894.1FairSatisfactorySatisfactoryGood-127710
November 199694.1FairSatisfactorySatisfactoryGood-127710
February 199693.8FairSatisfactorySatisfactoryGood-127710
February 199593.8FairSatisfactorySatisfactoryGood-127710
February 199493.8FairSatisfactorySatisfactoryGood-56250
August 199293.8FairSatisfactorySatisfactorySatisfactory-56250
January 199293.8FairSatisfactoryVery GoodSatisfactory-56250