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LRD W FLORIST AVE over IH 41/USH 45/STH 100

Map 

Coordinates:
+43.12646, -88.05687
43°07'35" N, 88°03'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD W FLORIST AVE over IH 41/USH 45/STH 100
Structure number:B40036900000000
Location:AT JCT WITH USH 41
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:84.6 ft. [25.8 m]
Total length:173.2 ft. [52.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
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:2
Main spans material:Steel continuous [4]
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: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:52.1 tons [47.4 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:75.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,066,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201675.0FairFairFairFairFO2200
April 201475.0FairFairFairFairFO2200
April 201275.6FairFairSatisfactoryFairFO2200
April 201061.5FairFairSatisfactoryFairFO2200
May 200873.6FairSatisfactorySatisfactorySatisfactoryFO2200
August 200662.3FairSatisfactorySatisfactoryFairFO3100
July 200462.3FairSatisfactorySatisfactoryFairFO3100
July 200262.3FairSatisfactorySatisfactoryFairFO3100
June 200062.3FairSatisfactorySatisfactoryFairFO3100
July 199962.8FairSatisfactorySatisfactoryFairFO1000
April 199862.8FairSatisfactorySatisfactoryFairFO1000
August 199673.8FairGoodSatisfactorySatisfactoryFO1000
March 199577.8FairGoodSatisfactorySatisfactoryFO1000
April 199450.7PoorGoodPoorFairSD1000
April 199366.8FairSatisfactorySatisfactoryFairFO1000
July 199250.7PoorSatisfactorySatisfactoryPoorSD1000
March 199150.7PoorSatisfactoryVery GoodPoorSD1000