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USH 41 SB-STH 175 over LRD W MILL RD

Map 

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

Facts 

Name:USH 41 SB-STH 175 over LRD W MILL RD
Structure number:B40035400000000
Location:1.0M S JCT CTH PP TO E
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 2014 

Status:Open, no restriction [A]
Average daily traffic:8,900 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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. ratingEvaluationDeckSuper.Sub.ADT
August 201485.0Not deficientGoodGoodFair8900
August 201289.0Not deficientGoodGoodFair8300
August 201098.0Not deficientGoodSatisfactorySatisfactory8600
August 200898.0Not deficientGoodSatisfactorySatisfactory8000
August 200698.0Not deficientGoodSatisfactorySatisfactory8000
September 200487.0Not deficientGoodFairFair8000
September 200287.0Not deficientGoodFairFair8000
December 200187.0Not deficientGoodFairFair9700
October 200071.0Not deficientVery GoodFairPoor9700
August 199949.0Structurally deficientSatisfactoryFairPoor9900
April 199849.0Structurally deficientSatisfactoryFairPoor9900
August 199649.0Structurally deficientGoodFairPoor9900
March 199549.0Structurally deficientGoodFairPoor9900
April 199449.0Structurally deficientGoodFairPoor9900
April 199349.0Structurally deficientSatisfactorySatisfactoryPoor12110
July 199248.0Structurally deficientFairSatisfactoryPoor12110
March 199148.0Structurally deficientFairSatisfactoryPoor12110