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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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201589.1FairVery GoodSatisfactoryGood-9950
November 201389.1GoodExcellentVery GoodVery Good-9140
June 201285.6FairFairSatisfactoryGoodFO8100
June 201087.5FairFairSatisfactoryGoodFO8800
June 200890.1FairSatisfactorySatisfactoryGoodFO11270
June 200694.1FairSatisfactorySatisfactoryGood-11270
July 200494.1FairSatisfactorySatisfactoryGood-11270
July 200290.1FairSatisfactorySatisfactoryGoodFO11270
June 200079.1FairSatisfactoryFairGoodFO8360
July 199977.1FairSatisfactoryFairGoodFO16700
April 199877.1FairSatisfactoryFairGoodFO16700
September 199677.1FairSatisfactoryFairGoodFO16700
March 199580.8FairGoodFairGood-16700
April 199480.8FairGoodFairGood-16700
July 199380.8FairSatisfactoryFairSatisfactory-8140
July 199291.8FairSatisfactorySatisfactorySatisfactory-8140
March 199164.8PoorSatisfactoryPoorSatisfactorySD8140