IH RAMP IH 41/USH over STH 175 SB


+43.13186, -88.05390
43°07'55" N, 88°03'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IH RAMP IH 41/USH over STH 175 SB
Structure number:B40093900000000
Location:0.2M N JCT USH 45
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:56.4 ft. [17.2 m]
Total length:147.6 ft. [45.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:62.9 tons [57.2 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:84.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$923,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201684.6FairGoodFairSatisfactoryFO6300
August 201482.6FairSatisfactoryFairFairFO6400
August 201281.9FairSatisfactoryFairFairFO1100
August 201077.7FairSatisfactoryFairFairFO5300
August 200888.7FairSatisfactorySatisfactorySatisfactoryFO6500
August 200688.7FairSatisfactorySatisfactorySatisfactoryFO5400
September 200488.7FairSatisfactorySatisfactorySatisfactoryFO5400
September 200292.7FairGoodSatisfactorySatisfactory-5400
October 200088.4FairGoodSatisfactoryGoodFO5400
August 199987.4FairGoodSatisfactoryGoodFO14830
April 199887.4FairGoodSatisfactoryGoodFO14830
August 199687.4FairGoodSatisfactoryGood-14830
March 199591.8FairGoodSatisfactoryGood-14830
April 199491.8FairGoodSatisfactoryGood-14830
April 199392.6FairGoodSatisfactorySatisfactory-5380
July 199281.5FairSatisfactorySatisfactoryFair-5380
March 199181.5FairVery GoodSatisfactoryFair-5380