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LRD W WELLS ST over USH STH 175-STADIUM FREE

Map 

Coordinates:
+43.03976, -87.97204
43°02'23" N, 87°58'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W WELLS ST over USH STH 175-STADIUM FREE
Structure number:B40005200000000
Location:0.1 MI N JCT USH 18
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:73.8 ft. [22.5 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1989
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 continuous [6]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2015]
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:41.4 tons [37.6 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:85.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,162,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201585.0Functionally obsoleteSatisfactoryGoodSatisfactory2800
July 201463.7Structurally deficientSatisfactoryGoodPoor3710
July 201262.7Structurally deficientSatisfactoryGoodPoor3710
July 201062.7Structurally deficientSatisfactoryGoodPoor3710
July 200862.7Structurally deficientSatisfactoryGoodPoor3710
July 200680.8Functionally obsoleteSatisfactorySatisfactoryFair3710
July 200491.8Functionally obsoleteSatisfactoryGoodSatisfactory3710
July 200291.8Functionally obsoleteSatisfactoryGoodSatisfactory3710
July 200092.6Functionally obsoleteSatisfactoryGoodSatisfactory3710
September 199992.6Functionally obsoleteGoodGoodSatisfactory3710
June 199892.6Functionally obsoleteGoodGoodSatisfactory3710
August 199692.6Not deficientGoodGoodSatisfactory3710
January 199693.7Functionally obsoleteGoodGoodSatisfactory3710
December 199493.7Functionally obsoleteGoodVery GoodSatisfactory3710
January 199493.7Functionally obsoleteVery GoodVery GoodSatisfactory3710
February 199393.7Functionally obsoleteSatisfactoryVery GoodSatisfactory3710
February 199193.7Functionally obsoleteSatisfactoryVery GoodVery Good3710