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IH 94 WB, S-W RAMP over IH RAMP ES

Map 

Coordinates:
+43.50000, -87.80000
43°30'00" N, 87°47'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 WB, S-W RAMP over IH RAMP ES
Structure number:B40112300020000
Location:1.8 MI N JCT STH 59
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:230.0 ft. [70.1 m]
Total length:955.1 ft. [291.1 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:34,100 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:91.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,499,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201491.6Not deficientSatisfactoryGoodGood34100
July 201292.1Not deficientSatisfactoryGoodGood20800
July 201094.2Not deficientGoodVery GoodVery Good20500
July 200895.3Not deficientVery GoodExcellentExcellent14500