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STH 145 SB-W FOND over CTH W MILL RD

Map 

Coordinates:
+43.13399, -88.03044
43°08'02" N, 88°01'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 145 SB-W FOND over CTH W MILL RD
Structure number:B40027400000000
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:21.3 ft. [6.5 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:10,960 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.1 tons [47.4 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:94.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201594.9Not deficientExcellentExcellentVery Good10960
November 201395.0Not deficientExcellentExcellentVery Good8700
June 201292.3Structurally deficientPoorSatisfactorySatisfactory8600
June 201095.3Not deficientSatisfactoryGoodSatisfactory9100
June 200895.3Not deficientSatisfactoryGoodSatisfactory8410
June 200695.3Not deficientSatisfactoryGoodSatisfactory8410
July 200495.3Not deficientSatisfactoryGoodSatisfactory8410
July 200295.3Not deficientSatisfactoryGoodSatisfactory8410
June 200095.3Not deficientSatisfactoryGoodSatisfactory9100
July 199993.3Not deficientSatisfactoryGoodSatisfactory16700
June 199893.3Not deficientGoodGoodSatisfactory16700
September 199693.3Not deficientGoodGoodSatisfactory16700
March 199593.2Not deficientVery GoodVery GoodGood16700
April 199493.2Not deficientVery GoodVery GoodGood16700
July 199393.2Not deficientVery GoodVery GoodSatisfactory8140
July 199282.2Not deficientGoodVery GoodFair8140
March 199182.2Not deficientGoodVery GoodFair8140