USH 41 SB-STH 175 over LRD W MILL RD


+43.13396, -88.05523
43°08'02" N, 88°03'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:USH 41 SB-STH 175 over LRD W MILL RD
Structure number:B40035400000000
Location:1.3M S JCT CTH W ON 175
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:74.5 ft. [22.7 m]
Total length:139.8 ft. [42.6 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2000
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,250 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.4 tons [60.4 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201685.0FairSatisfactoryFairFair-9250
August 201485.0FairGoodGoodFair-8900
August 201289.0FairGoodGoodFair-8300
August 201098.0FairGoodSatisfactorySatisfactory-8600
August 200898.0FairGoodSatisfactorySatisfactory-8000
August 200698.0FairGoodSatisfactorySatisfactory-8000
September 200487.0FairGoodFairFair-8000
September 200287.0FairGoodFairFair-8000
December 200187.0FairGoodFairFair-9700
October 200071.0PoorVery GoodFairPoor-9700
August 199949.0PoorSatisfactoryFairPoorSD9900
April 199849.0PoorSatisfactoryFairPoorSD9900
August 199649.0PoorGoodFairPoorSD9900
March 199549.0PoorGoodFairPoorSD9900
April 199449.0PoorGoodFairPoorSD9900
April 199349.0PoorSatisfactorySatisfactoryPoorSD12110
July 199248.0PoorFairSatisfactoryPoorSD12110
March 199148.0PoorFairSatisfactoryPoorSD12110