USH 41 NB-STH 175 over LRD W MILL RD


+43.13415, -88.05364
43°08'03" N, 88°03'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:USH 41 NB-STH 175 over LRD W MILL RD
Structure number:B40035500000000
Location:1.3M N JCT CTH E TO W ALO
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:77.1 ft. [23.5 m]
Total length:141.7 ft. [43.2 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2001
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:10,450 [as of 2015]
Truck traffic:3% of total traffic
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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.7 tons [58.8 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:83.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201683.9FairFairFairFair-10450
August 201476.8FairSatisfactorySatisfactorySatisfactoryFO10350
August 201278.9FairSatisfactorySatisfactorySatisfactoryFO7900
August 201077.3FairSatisfactorySatisfactorySatisfactoryFO10200
August 200877.3FairSatisfactorySatisfactorySatisfactory-17505
August 200677.3FairSatisfactorySatisfactorySatisfactory-17505
September 200477.3FairSatisfactorySatisfactorySatisfactoryFO17505
September 200266.3FairGoodFairSatisfactoryFO17505
August 200166.3FairGoodFairSatisfactory-10600
October 200047.6PoorFairFairPoorSD10600
August 199945.6PoorFairFairPoorSD9900
April 199845.6PoorFairFairPoorSD9900
August 199646.6PoorGoodSatisfactoryPoor-9900
March 199546.9PoorGoodSatisfactoryPoor-9900
April 199446.9PoorGoodSatisfactoryPoor-9900
April 199349.5PoorSatisfactorySatisfactoryPoor-4960
July 199249.5PoorSatisfactorySatisfactoryPoor-4960
March 199149.5PoorSatisfactorySatisfactoryPoor-4960