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IH 43 NB/IH 94 WB over KINNICKINNIC RIVER

Map 

Coordinates:
+42.99543, -87.91495
42°59'44" N, 87°54'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 43 NB/IH 94 WB over KINNICKINNIC RIVER
Structure number:B40018200000000
Location:3.0M N JCT IH 894 TO W
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:94.2 ft. [28.7 m]
Total length:313.7 ft. [95.6 m]
Roadway width between curbs:58.7 ft. [17.9 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:25.3 ft. [7.7 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1967
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:Epoxy Overlay [5]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:54,210 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201589.3Not deficientVery GoodVery GoodGood54210
June 201395.4Not deficientVery GoodGoodGood56500
June 201190.7Not deficientVery GoodVery GoodGood51800
June 200993.1Not deficientGoodVery GoodGood51800
June 200793.1Not deficientGoodVery GoodGood51800
June 200593.1Not deficientGoodVery GoodGood67200
July 200393.1Not deficientVery GoodVery GoodGood67200
September 200293.1Not deficientVery GoodVery GoodGood124000
December 200161.5Structurally deficientSeriousGoodSatisfactory68420
August 200063.5Structurally deficientPoorGoodSatisfactory68420
November 199963.5Structurally deficientPoorGoodSatisfactory116920
February 199869.5Not deficientFairGoodSatisfactory116920
July 199669.5Not deficientFairSatisfactorySatisfactory116920
January 199669.5Not deficientFairSatisfactorySatisfactory116920
December 199469.5Not deficientFairSatisfactorySatisfactory116920
October 199369.5Not deficientFairSatisfactorySatisfactory55100
February 199356.5Structurally deficientPoorSatisfactoryFair55100
March 199156.5Structurally deficientPoorSatisfactoryFair55100