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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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201593.1Not deficientVery GoodVery GoodGood9550
November 201393.2Not deficientExcellentExcellentVery Good9140
June 201280.9Structurally deficientPoorFairSatisfactory8100
June 201094.3Not deficientFairSatisfactorySatisfactory8800
June 200895.3Not deficientSatisfactorySatisfactoryGood11270
June 200695.3Not deficientSatisfactorySatisfactoryGood11270
July 200495.3Not deficientSatisfactoryGoodGood11270
July 200295.3Not deficientSatisfactoryGoodGood11270
June 200095.3Not deficientSatisfactoryGoodGood8360
July 199993.3Not deficientSatisfactoryGoodGood16700
June 199893.3Not deficientSatisfactoryGoodGood16700
September 199693.3Not deficientSatisfactoryGoodGood16700
March 199593.2Not deficientSatisfactoryVery GoodGood16700
April 199493.2Not deficientSatisfactoryVery GoodGood16700
July 199393.2Not deficientSatisfactoryVery GoodGood8140
July 199282.2Not deficientSatisfactoryVery GoodFair8140
March 199182.2Not deficientSatisfactoryVery GoodFair8140