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

Map 

Coordinates:
+43.03121, -87.97871
43°01'52" N, 87°58'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 94 WB-E-W FREEW over LRD MITCHELL BLVD
Structure number:B40004700000000
Location:0.5M W JCT USH 41 TO N
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:56.4 ft. [17.2 m]
Total length:135.5 ft. [41.3 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:12.8 ft. [3.9 m]
Skew angle:15°
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: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:74,900 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:57.5 tons [52.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:79.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$853,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201579.3FairFairFairSatisfactoryFO74900
May 201380.3FairGoodFairSatisfactoryFO74900
June 201178.1FairSatisfactoryFairSatisfactoryFO74900
July 201076.1FairSatisfactoryFairSatisfactoryFO69750
July 200876.1FairSatisfactoryFairSatisfactoryFO69750
July 200676.1FairSatisfactoryFairSatisfactoryFO69750
July 200457.1PoorPoorPoorSatisfactorySD69750
July 200257.1PoorPoorPoorSatisfactorySD69750
November 200157.1PoorPoorPoorSatisfactorySD75690
June 200057.1PoorPoorPoorSatisfactorySD75690
August 199957.1PoorPoorPoorSatisfactorySD136210
March 199860.1PoorSatisfactoryPoorSatisfactorySD136210
August 199637.5PoorSeriousSeriousFairSD136210
February 199640.5PoorSeriousSeriousFairSD136210
November 199440.5PoorSeriousSeriousFairSD136210
November 199340.5PoorSeriousSeriousSatisfactorySD57730
November 199233.0PoorCriticalCriticalSatisfactorySD57730
December 199133.0PoorCriticalCriticalSatisfactorySD57730