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IH 43 SB/IH 94 EB over KINNICKINNIC RIVER

Map 

Coordinates:
+42.99500, -87.91500
42°59'42" N, 87°54'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 43 SB/IH 94 EB over KINNICKINNIC RIVER
Structure number:B40018100000000
Location:2.1M S JCT STH 59 TO E
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:24.6 ft. [7.5 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]
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:48,940 [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:62.9 tons [57.2 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:94.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201594.7Not deficientVery GoodVery GoodGood48940
June 201395.3Not deficientVery GoodVery GoodGood56900
June 201191.4Not deficientVery GoodVery GoodGood56900
June 200994.1Not deficientGoodVery GoodGood57800
June 200794.1Not deficientGoodVery GoodGood57800
June 200594.1Not deficientGoodVery GoodGood63600
July 200394.1Not deficientVery GoodVery GoodGood63600
September 200294.1Not deficientVery GoodVery GoodGood125425
December 200161.5Structurally deficientSeriousGoodSatisfactory66810
August 200063.5Structurally deficientPoorGoodSatisfactory66810
November 199963.5Structurally deficientPoorGoodSatisfactory116920
February 199867.5Structurally deficientPoorGoodSatisfactory116920
July 199656.5Structurally deficientPoorSatisfactoryFair116920
January 199656.5Structurally deficientPoorSatisfactoryFair116920
December 199456.5Structurally deficientPoorSatisfactoryFair116920
October 199343.5Structurally deficientPoorSatisfactoryPoor52170
February 199343.5Structurally deficientPoorSatisfactoryPoor52170
March 199143.5Structurally deficientPoorSatisfactoryPoor52170