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IH RAMP USH 41NBL- over IH 94 EB-STADIUM INTRCH

Map 

Coordinates:
+43.03278, -87.97058
43°01'58" N, 87°58'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH RAMP USH 41NBL- over IH 94 EB-STADIUM INTRCH
Structure number:B40003900000000
Location:2.3 MI E JCT STH 181
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:127.6 ft. [38.9 m]
Total length:356.0 ft. [108.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1998
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:8,100 [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:Equal to present desirable criteria [8]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,103,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201494.9Functionally obsoleteGoodGoodSatisfactory8100
July 201292.7Functionally obsoleteGoodGoodSatisfactory6500
July 201071.2Functionally obsoleteSatisfactoryFairSatisfactory150900
July 200883.4Functionally obsoleteSatisfactorySatisfactorySatisfactory150900
July 200683.4Not deficientSatisfactorySatisfactorySatisfactory150900
July 200483.4Not deficientGoodSatisfactorySatisfactory150900
July 200283.4Not deficientGoodSatisfactorySatisfactory150900
July 200092.4Not deficientGoodSatisfactorySatisfactory6000
October 199988.4Not deficientGoodSatisfactorySatisfactory6280
August 199890.1Not deficientExcellentSatisfactorySatisfactory9180
August 199675.9Structurally deficientPoorSatisfactoryFair9180
February 199680.2Structurally deficientPoorSatisfactoryFair9180
May 199480.2Structurally deficientPoorSatisfactoryFair9180
April 199380.2Structurally deficientPoorSatisfactoryFair9180
July 199291.3Structurally deficientPoorSatisfactorySatisfactory9180
December 199191.3Structurally deficientPoorSatisfactorySatisfactory9180