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STH 145 SB-W FOND over LRD LITTLE MENOMONEE PRK

Map 

Coordinates:
+43.13602, -88.03357
43°08'10" N, 88°02'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 145 SB-W FOND over LRD LITTLE MENOMONEE PRK
Structure number:B40027100000000
Location:1.5 MI S JCT USH 45
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:78.1 ft. [23.8 m]
Total length:219.2 ft. [66.8 m]
Roadway width between curbs:51.5 ft. [15.7 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:12.5 ft. [3.8 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2013
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: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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:9,950 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:89.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,326,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201589.1Not deficientVery GoodGoodVery Good9950
November 201389.2Not deficientExcellentGoodVery Good8700
June 201283.6Structurally deficientPoorSatisfactoryGood8600
June 201085.5Structurally deficientPoorSatisfactorySatisfactory9100
June 200870.9Functionally obsoleteFairSatisfactorySatisfactory8410
June 200674.9Not deficientFairSatisfactorySatisfactory8410
July 200474.9Not deficientFairSatisfactoryGood8410
July 200271.9Functionally obsoleteSatisfactorySatisfactoryGood8410
June 200061.8Functionally obsoleteSatisfactoryFairGood9100
July 199959.8Functionally obsoleteSatisfactoryFairGood16700
April 199859.8Functionally obsoleteSatisfactoryFairGood16700
September 199659.8Functionally obsoleteSatisfactoryFairGood16700
March 199564.2Not deficientSatisfactoryFairGood16700
April 199464.2Not deficientSatisfactoryFairGood16700
July 199364.2Not deficientSatisfactoryFairSatisfactory7176
July 199274.2Not deficientSatisfactorySatisfactorySatisfactory7176
March 199149.2Structurally deficientSatisfactoryPoorSatisfactory7176