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LRD W LLOYD ST over USH 41-STADIUM FREEWAY

Map 

Coordinates:
+43.05710, -87.97168
43°03'26" N, 87°58'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W LLOYD ST over USH 41-STADIUM FREEWAY
Structure number:B40006000000000
Location:1.7M E JCT STH 181
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.3 ft. [19.6 m]
Total length:201.1 ft. [61.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1960
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:4
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:13,500 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:70.1 tons [63.7 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,574,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201491.3Functionally obsoleteGoodSatisfactorySatisfactory13500
July 201292.0Functionally obsoleteGoodSatisfactorySatisfactory10400
July 201092.0Functionally obsoleteGoodSatisfactorySatisfactory10400
July 200892.0Functionally obsoleteGoodSatisfactorySatisfactory10400
July 200691.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15400
July 200491.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15400
July 200291.0Functionally obsoleteSatisfactorySatisfactorySatisfactory15400
July 200090.2Functionally obsoleteSatisfactorySatisfactorySatisfactory15400
September 199987.8Functionally obsoleteSatisfactorySatisfactorySatisfactory25410
June 199887.8Functionally obsoleteSatisfactorySatisfactorySatisfactory25410
August 199687.8Not deficientGoodSatisfactorySatisfactory25410
January 199692.3Not deficientGoodGoodSatisfactory25410
December 199492.3Not deficientGoodVery GoodSatisfactory25410
January 199492.3Not deficientGoodVery GoodSatisfactory25410
January 199392.3Not deficientSatisfactoryVery GoodSatisfactory25410
February 199192.3Not deficientSatisfactoryVery GoodSatisfactory25410