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IH 94 EB-E-W FREEW over LRD MITCHELL BLVD

Map 

Coordinates:
+43.03077, -87.97866
43°01'51" N, 87°58'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 EB-E-W FREEW over LRD MITCHELL BLVD
Structure number:B40004600000000
Location:2.1 M E JCT STH 181
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:69.9 ft. [21.3 m]
Total length:167.3 ft. [51.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:53.8 ft. [16.4 m]
Vertical clearance below bridge:12.5 ft. [3.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:75,000 [as of 2012]
Truck traffic:1% 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: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:48.5 tons [44.1 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,034,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201475.6Functionally obsoleteGoodFairSatisfactory75000
June 201285.6Functionally obsoleteGoodSatisfactorySatisfactory75800
July 201072.6Functionally obsoleteSatisfactoryFairSatisfactory69750
July 200872.6Functionally obsoleteSatisfactoryFairSatisfactory69750
July 200672.6Functionally obsoleteSatisfactoryFairSatisfactory69750
July 200471.6Functionally obsoleteFairFairSatisfactory69750
July 200271.6Functionally obsoleteFairFairSatisfactory69750
November 200171.6Functionally obsoleteFairFairSatisfactory73750
June 200053.6Structurally deficientPoorPoorSatisfactory73750
August 199953.6Structurally deficientPoorPoorSatisfactory136210
March 199853.6Structurally deficientPoorPoorSatisfactory136210
August 199659.0Structurally deficientPoorPoorFair136210
February 199664.0Structurally deficientPoorPoorFair136210
November 199464.0Structurally deficientPoorPoorFair136210
November 199364.0Structurally deficientPoorPoorFair56230
November 199262.0Structurally deficientSeriousPoorSatisfactory56230
December 199189.0Structurally deficientSeriousSatisfactorySatisfactory56230