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STH 145 NB-W FOND over CTH W MILL RD

Map 

Coordinates:
+43.13399, -88.03082
43°08'02" N, 88°01'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 145 NB-W FOND over CTH W MILL RD
Structure number:B40027500000000
Location:1.7 MI S JCT USH 45
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:91.9 ft. [28.0 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:45°
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,550 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:93.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201593.1GoodVery GoodVery GoodGood-9550
November 201393.2GoodExcellentExcellentVery Good-9140
June 201280.9PoorPoorFairSatisfactorySD8100
June 201094.3FairFairSatisfactorySatisfactory-8800
June 200895.3FairSatisfactorySatisfactoryGood-11270
June 200695.3FairSatisfactorySatisfactoryGood-11270
July 200495.3FairSatisfactoryGoodGood-11270
July 200295.3FairSatisfactoryGoodGood-11270
June 200095.3FairSatisfactoryGoodGood-8360
July 199993.3FairSatisfactoryGoodGood-16700
June 199893.3FairSatisfactoryGoodGood-16700
September 199693.3FairSatisfactoryGoodGood-16700
March 199593.2FairSatisfactoryVery GoodGood-16700
April 199493.2FairSatisfactoryVery GoodGood-16700
July 199393.2FairSatisfactoryVery GoodGood-8140
July 199282.2FairSatisfactoryVery GoodFair-8140
March 199182.2FairSatisfactoryVery GoodFair-8140