CTH PP EB - W GOOD over STH 145


+43.14742, -88.05050
43°08'51" N, 88°03'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CTH PP EB - W GOOD over STH 145
Structure number:B40025000000000
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:226.4 ft. [69.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:69°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1984
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 [3]
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:Meets minimum tolerable limits to be left in place as is [4]
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:46.8 tons [42.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:55.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,760,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201655.4FairFairFairFairFO23200
April 201455.4FairFairFairFairFO23200
April 201262.8FairFairFairFairFO15200
April 201062.4FairFairFairSatisfactoryFO21300
May 200862.6FairFairFairSatisfactoryFO18600
May 200673.3FairFairSatisfactorySatisfactoryFO26250
June 200473.3FairFairSatisfactorySatisfactoryFO26250
July 200373.3FairFairSatisfactorySatisfactoryFO26250
July 200262.0FairFairSatisfactoryFairFO26250
June 200078.0FairFairGoodFairFO26250
July 199980.0FairFairGoodFairFO8700
April 199880.0FairFairGoodFairFO8700
September 199691.1FairFairGoodGoodFO8700
February 199693.3PoorPoorVery GoodGoodSD8700
April 199493.3PoorPoorVery GoodGoodSD8700
April 199393.3PoorPoorVery GoodSatisfactorySD8700
July 199293.3PoorPoorVery GoodSatisfactorySD8700
July 199166.0PoorPoorPoorSatisfactorySD8700