CTH PP WB - W GOOD over STH 145


+43.14754, -88.05066
43°08'51" N, 88°03'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CTH PP WB - W GOOD over STH 145
Structure number:B40025100000000
Location:2.3 MI W JCT STH 181
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:77.1 ft. [23.5 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1964
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:4
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: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,200 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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:55.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,749,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201655.5FairFairFairFairFO23200
April 201455.5FairFairFairFairFO23200
April 201257.1FairFairFairFairFO16100
April 201058.8FairFairFairSatisfactoryFO20300
May 200859.1FairFairFairSatisfactoryFO16800
May 200669.7FairFairSatisfactorySatisfactoryFO26250
June 200469.7FairFairSatisfactorySatisfactoryFO26250
July 200369.7FairFairSatisfactorySatisfactory-26250
July 200258.3FairFairSatisfactoryFairFO26250
June 200056.2FairFairSatisfactoryFairFO26250
July 199959.0FairFairGoodFairFO8700
April 199859.0FairFairGoodFairFO8700
September 199670.3FairFairGoodSatisfactoryFO8700
March 199548.3PoorFairVery GoodPoorSD8700
April 199448.3PoorFairVery GoodPoorSD8700
April 199346.2PoorPoorVery GoodPoorSD8700
July 199246.2PoorPoorVery GoodPoorSD8700
March 199146.2PoorPoorVery GoodPoorSD8700