USH 18-STH 100 over CNW RR


+43.03490, -88.04720
43°02'06" N, 88°02'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:USH 18-STH 100 over CNW RR
Structure number:B40043300000000
Location:6.0M E JCT CTH Y
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.0 ft. [13.4 m]
Total length:709.0 ft. [216.1 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete continuous [2]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,900 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:76.7 tons [69.7 metric tons]
Sufficiency rating:78.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,277,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201678.4FairSatisfactorySatisfactorySatisfactory-42900
October 201465.3FairFairFairSatisfactory-50600
October 201262.3FairFairFairSatisfactoryFO50600
October 201064.0FairFairFairSatisfactory-50600
October 200864.0FairFairFairSatisfactory-50600
October 200664.0FairFairFairSatisfactory-50600
October 200464.0FairFairFairSatisfactory-50600
October 200264.0FairFairFairSatisfactory-50600
November 200064.0FairFairFairSatisfactory-50600
July 199975.0FairFairSatisfactorySatisfactory-20300
May 199872.0FairSatisfactorySatisfactorySatisfactoryFO20300
April 199672.0FairSatisfactorySatisfactoryGoodFO20300
April 199576.0FairSatisfactorySatisfactoryGood-20300
April 199476.0FairSatisfactorySatisfactoryGood-20300
February 199476.0GoodGoodGoodGood-50000
February 199373.0PoorPoorSatisfactorySatisfactorySD50000
January 199249.0PoorPoorPoorPoorSD50000