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LRD W VLIET ST over USH 41-STADIUM FREEWAY

Map 

Coordinates:
+43.04883, -87.97186
43°02'56" N, 87°58'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W VLIET ST over USH 41-STADIUM FREEWAY
Structure number:B40005300000000
Location:1.7M W JCT STH 57
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.9 ft. [20.1 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1959
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:3
Main spans material:Prestressed concrete [5]
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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:10,500 [as of 2012]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,348,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201479.1Functionally obsoleteFairFairSatisfactory10500
July 201279.4Not deficientFairFairSatisfactory9000
July 201079.4Not deficientFairFairSatisfactory9000
July 200879.7Not deficientFairFairFair7800
July 200679.1Not deficientFairFairSatisfactory11200
July 200491.4Not deficientSatisfactorySatisfactorySatisfactory11200
July 200291.4Not deficientSatisfactorySatisfactorySatisfactory11200
July 200092.4Not deficientSatisfactorySatisfactorySatisfactory11200
September 199993.2Not deficientSatisfactorySatisfactorySatisfactory5220
June 199893.2Not deficientGoodSatisfactorySatisfactory5220
August 199693.2Not deficientGoodSatisfactorySatisfactory5220
January 199694.2Not deficientGoodSatisfactorySatisfactory5220
December 199494.2Not deficientGoodSatisfactoryGood5220
January 199494.2Not deficientGoodSatisfactorySatisfactory5220
January 199383.1Not deficientSatisfactoryFairSatisfactory5220
February 199183.1Not deficientSatisfactoryFairSatisfactory5220