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
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:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:10,350 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$887,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201476.8Functionally obsoleteSatisfactorySatisfactorySatisfactory10350
August 201278.9Functionally obsoleteSatisfactorySatisfactorySatisfactory7900
August 201077.3Functionally obsoleteSatisfactorySatisfactorySatisfactory10200
August 200877.3Not deficientSatisfactorySatisfactorySatisfactory17505
August 200677.3Not deficientSatisfactorySatisfactorySatisfactory17505
September 200477.3Functionally obsoleteSatisfactorySatisfactorySatisfactory17505
September 200266.3Functionally obsoleteGoodFairSatisfactory17505
August 200166.3Not deficientGoodFairSatisfactory10600
October 200047.6Structurally deficientFairFairPoor10600
August 199945.6Structurally deficientFairFairPoor9900
April 199845.6Structurally deficientFairFairPoor9900
August 199646.6Not deficientGoodSatisfactoryPoor9900
March 199546.9Not deficientGoodSatisfactoryPoor9900
April 199446.9Not deficientGoodSatisfactoryPoor9900
April 199349.5Not deficientSatisfactorySatisfactoryPoor4960
July 199249.5Not deficientSatisfactorySatisfactoryPoor4960
March 199149.5Not deficientSatisfactorySatisfactoryPoor4960