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USH 18-W BLUE MOUN over USH 41-STADIUM FREEWAY

Map 

Coordinates:
+43.03742, -87.97061
43°02'15" N, 87°58'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USH 18-W BLUE MOUN over USH 41-STADIUM FREEWAY
Structure number:B40000900000000
Location:2.3M E JCT STH 181
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.3 ft. [20.5 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:52.8 ft. [16.1 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2000
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:2
Main spans material:Steel [3]
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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:7,500 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 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:66.4 tons [60.4 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,078,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201463.5Functionally obsoleteVery GoodSatisfactoryFair7500
July 201262.6Functionally obsoleteVery GoodSatisfactoryFair9000
July 201062.6Functionally obsoleteVery GoodSatisfactoryFair9000
July 200862.6Functionally obsoleteVery GoodSatisfactoryFair9000
July 200658.4Not deficientGoodFairFair15940
July 200458.4Functionally obsoleteGoodSatisfactoryFair15940
July 200258.4Functionally obsoleteGoodSatisfactoryFair15940
July 200055.3Not deficientPoorSatisfactoryFair15200
September 199951.3Not deficientPoorSatisfactoryFair15200
June 199853.6Not deficientPoorSatisfactoryFair11600
August 199665.9Structurally deficientPoorSatisfactorySatisfactory11600
February 199658.2Structurally deficientPoorSatisfactoryFair11600
December 199441.3Structurally deficientPoorSatisfactoryPoor11600
January 199436.0Structurally deficientSeriousSatisfactoryPoor23740
January 199336.0Structurally deficientSeriousSatisfactoryPoor23740
February 199136.0Structurally deficientSeriousSatisfactoryPoor23740