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STH 145 NB-W FOND over LRD LITTLE MENOMONEE PAR

Map 

Coordinates:
+43.13616, -88.03337
43°08'10" N, 88°02'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 145 NB-W FOND over LRD LITTLE MENOMONEE PAR
Structure number:B40027200000000
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:12.8 ft. [3.9 m]
Owner:State Highway Agency [01]
Year built:1965
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:Low slump Concrete [4]

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:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 GoodSatisfactoryGood9950
November 201389.1Not deficientExcellentVery GoodVery Good9140
June 201285.6Functionally obsoleteFairSatisfactoryGood8100
June 201087.5Functionally obsoleteFairSatisfactoryGood8800
June 200890.1Functionally obsoleteSatisfactorySatisfactoryGood11270
June 200694.1Not deficientSatisfactorySatisfactoryGood11270
July 200494.1Not deficientSatisfactorySatisfactoryGood11270
July 200290.1Functionally obsoleteSatisfactorySatisfactoryGood11270
June 200079.1Functionally obsoleteSatisfactoryFairGood8360
July 199977.1Functionally obsoleteSatisfactoryFairGood16700
April 199877.1Functionally obsoleteSatisfactoryFairGood16700
September 199677.1Functionally obsoleteSatisfactoryFairGood16700
March 199580.8Not deficientGoodFairGood16700
April 199480.8Not deficientGoodFairGood16700
July 199380.8Not deficientSatisfactoryFairSatisfactory8140
July 199291.8Not deficientSatisfactorySatisfactorySatisfactory8140
March 199164.8Structurally deficientSatisfactoryPoorSatisfactory8140